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HomeMy WebLinkAbout10/23/2025 P&Z Agenda PacketVillage of Mount Prospect Planning and Zoning Commission Regular Meeting Agenda 50 S. Emerson St. Mount Prospect, IL 60056 October 23, 2025 Village Hall - 3rd Floor Board Room 7:00 PM 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. PZ-17-25 / 631 South Albert Street / CU: Setback Reduction (Interior Side Yard) 2.2. PZ-16-25 / 1250 West Northwest Highway / CU: Major PUD Amendment 2.3. PZ-07-25 & PZ-10-25 / 700 & 804 West Lincoln Street /Final Plat, CU: Preliminary &Final PUD 2.4. PZ-14-25 / 411 S Maple St / CU: Final PUD and Plat of Consolidation 3. NEW BUSINESS 3.1. PZ-03-25 / 1040 W Northwest Highway / CU: Daycare Center / Village Board Final (SUSPENDED INDEFINITELY) No evidence or testimony shall be provided at the hearing on October 23, 2025. Village officials will formally announce that the zoning case will be suspended indefinitely pending the outcome of related litigation. 3.2. PZ-18-25 / 834 E Rand Rd 12 / CU: Massage Therapy / Village Board Final 3.3. PZ-21-25 / 1200 E. Algonquin Road, 1200 Dempster St / Final Plat of Subdivision and CU: Major PUD Amendment / Village Board Final 4. CITIZENS TO BE HEARD 5. QUESTIONS AND COMMENTS 6. ADJOURNMENT ANY INDIVIDUAL WHO WOULD LIKE TO ATTEND THIS MEETING BUT BECAUSE OF A DISABILITY OR NEEDS SOME ACCOMMODATION TO PARTICIPATE, SHOULD CONTACT THE VILLAGE MANAGER'S OFFICE AT 8471392-6000, EXTENSION 5307 Page 1 of 1060 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NOS. PZ-17-25 Hearing Date: August 14, 2025 PROPERTY ADDRESS: 631 South Albert Street PETITIONER/PROPERTY OWNER: Joe Hanafee PUBLICATION DATE: July 30, 2025 REQUEST: Conditional use approval to allow a reduction in the required interior side yard setback from seven feet (7'-0") to zero feet. MEMBERS PRESENT: Joseph Donnelly Ewa Weir Wa lte r Szym cza k Michael Fricano Richard Rogers William Beattie Donald Olsen MEMBERS ABSENT: None STAFF MEMBERS PRESENT: Antonia Lalagos — Development Planner Ann Choi — Development Planner Jason Shallcross — Director of Community & Economic Development INTERESTED PARTIES: Joe Hanafee and Liz LaPlante Niko Thoma Chairman Donnelly called the meeting to order at7:01 PM. Commissioner Beattie made motion seconded by Commissioner Szymczak to approve the minutes from the Planning and Zoning Commission meeting on July 24, 2025. The minutes were approved 7-0. Chairman Donnelly introduced case number PZ-17-25, 631 South Albert Street, a request for conditional use approval for a setback reduction. Planning staff member, Ann Choi, introduced Zoning Case No. PZ- 17-25. Ms. Choi stated that the petitioner and property owner, Joe Hanafee, is requesting conditional use approval to reduce the interior side yard setback for the construction of a patio at the subject property. Ms. Choi stated that the subject property was annexed into the Village in 1956 and is located on the east side of Albert Street, north of Golf hurst Avenue. Ms. Choi described the subject property as improved with a single-family residence with associated improvements and is zoned R-1 Single Family Residence. Ms. Choi noted that the subject property is bordered by the R-1 District on all sides, except to the east, where it Planning & Zoning Commission Meeting — August 14, 2025 PZ-17-25 Page 2 of 1060 abuts single-family homes within the City of Des Plaines. Ms. Choi stated that permit records indicate that various improvements have been made since the home's construction in 1958. Ms. Choi presented a few photos of the subject property. The first slide provided photos of an existing nonconforming brick patio. Ms. Choi explained that the existing nonconforming patio was located in the subject property's southern interior side yard, and had been in place for over 30 years, predating the petitioner's purchase of the home in 2013. Ms. Choi indicated that when the patio started to deteriorate and pose a safety hazard, the petitioner applied for a building permit to replace it with a new structure of the same size and in the same location. Ms. Choi stated that the building permit was denied due to the patio's encroachment into the interior side yard. Ms. Choi noted that the petitioner subsequently reconstructed the patio, stoop, and walkway without a permit, using pavers installed over landscape rock rather than the required stone base and concrete. Ms. Choi noted staff recommendation that, if the conditional use is approved, the patio be rebuilt in full compliance with current Village codes. Additionally, Ms. Choi reported that the Public Works Department will require that corrective measures be implemented if, at any point in the future, the patio is found to obstruct water flow or contribute to drainage issues either on the subject property or on neighboring properties. Ms. Choi presented the proposed site plan which shows the current configuration of the patio which extends all the way to the property line. Ms. Choi then presented a zoning table which outlines the bulk regulations for the R-1 Single Family Residential district. Ms. Choi stated that planning staff feels that the conditional use request meets the standards for a conditional use. Ms. Choi further stated that staff does not believe the petitioner's request will be inconsistent with the character of the neighborhood. Ms. Choi noted that five letters of support were submitted by neighboring properties, including one from 633 South Albert Street, the property that would be the most directly impacted by the reduced side yard setback. Further, Ms. Choi pointed out that the petitioner's request conforms to all other bulk regulations other than the interior yard setback along the south property line. Ms. Choi summarized staff's findings and stated that the proposed patio is an existing nonconforming accessory structure and has existed for over 30 years with no issues from surrounding neighbors. Ms. Choi stated that the applicant has agreed to install a privacy fence along the length of the patio which will help Limit its visibility and minimize potential impacts on the adjacent neighbor to the south, and that there is no indication that the proposed improvement would create adverse conditions or nuisances that could negatively affect the use and enjoyment of nearby properties. Furthermore, Ms. Choi stated that the conditional use request is consistent with the goals and policies of the Village's Comprehensive Plan, as it supports the continued residential use of the property. Ms. Choi also noted that the conditional use request is also consistent with Goal 3 of the Village of Mount Prospect's 2024-2029-2039 Strategic Plan, which focuses on the evaluation of current zoning regulations to promote single-family residential neighborhoods. Ms. Choi stated that staff supports the petitioner's conditional use request, based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning document, and recommended approval of the following motion: "Motion to approve: Planning & Zoning Commission Meeting — August 14, 2025 PZ-17-25 Page 3 of 1060 1. A conditional use to reduce the minimum interior side yard setback from 7 feet to zero feet for the construction of a patio at 631 South Albert Street, Case No. PZ-17-25, subject to the following conditions: a. The conditional use for the reduced interior side yard setback shall apply only to the patio and shall not apply to any other principal or accessory structure; b. The improvements shall be in strict conformance with the plat of survey attached as Exhibit B; c. If at any time in the future it is determined that the patio obstructs the flow of water or somehow causes a drainage problem either on site or on the neighboring property, corrective measures shall be required. d. A 4-foot-tall fence shall be installed adjacent to the patio for the lifetime of the patio; and e. The petitioner shall revise the existing building permit plans and reconstruct the patio, stoop and walkway in full compliance with the Village's current codes. Ms. Choi stated that the Village Board's decision is final for the case and concluded her presentation. Chairman Donnelly asked the commissioners if there were any questions for staff. Vice Chairman Beattie questioned whether the petitioner's improvement truly qualified as a patio, noting it appeared to be loose gravel with flat stones rather than a permanent, code -compliant structure. Vice Chairman Beattie compared it to more substantial patios built with a sand base, pavers, or even wood decks, and suggested the current installation resembled a decorative garden path. Vice Chairman Beattie raised concerns about whether requiring reconstruction with a proper sand base was necessary, given the temporary nature of the existing setup. Ms. Choi responded that the Village interprets it as a patio since it is used as an outdoor living space and stated that the patio as currently installed appears unstable and should be rebuilt to meet current code standards. Commissioner Weir asked if the lot coverage is below the requirement, confirmed that staff was requiring the petitioner to rebuild the patio, and asked why the patio could not simply be rebuilt in compliance with current code and setback requirements. Ms. Choi responded that the patio is below the lot coverage requirement of 45% at 32.1 % and explained that the petitioner chose to replicate the prior nonconforming condition rather than relocate or resize the patio to meet the required setbacks. Hearing no further questions for staff, Chairman Donnelly invited the petitioners to the stand. Chairman Donnelly swore in the following petitioners and representatives as they appeared at the stand to answer questions: • Joe Hanafee and Liz LaPlante (Petitioner and Property Owners), 631 South Albert Street, Mount Prospect, Illinois Niko Thoma (Contractor), 215 North Fairview Avenue, Mount Prospect, Illinois Mr. Hanafee testified that the patio had existed when they purchased the home in 2013 but had become unsafe, prompting their attempt to replace it. After their permit was denied, their contractor suggested a Less formal installation, which they believed would not qualify as a patio. Mr. Hanafee explained that they pursued a conditional use because reducing the setback by only a few feet would not provide adequate usable space, and they wished to maintain the same footprint neighbors had long been accustomed to without issue. In response to Chairman Donnelly's questions, Mr. Hanafee clarified that what appeared to Planning & Zoning Commission Meeting — August 14, 2025 PZ-17-25 Page 4 of 1060 be a pool in the backyard was actually a trampoline, which could be relocated, but he and his family preferred to preserve open green space rather than converting it into additional hardscape. Commissioner Weir asked whether the patio could be reduced in width to comply with the required setback. Mr. Hanafee responded that the patio measures approximately 11 by 15 feet and reducing the width would leave only a four -foot walkway, which would not be usable for seating or grilling. The petitioner's contractor, Mr. Thoma, explained that he attempted to replace the deteriorated patio with a new structure but misunderstood the requirements, believing that by avoiding a permanent installation, the project would conform to code. Mr. Thoma acknowledged the mistake and clarified that the intent was simply to restore a usable outdoor space for the homeowners. Vice Chairman Beattie asked whether the petitioners would accept staff's condition requiring reconstruction with a proper base to meet code standards. Mr. Hanafee agreed, stating they were comfortable with the condition. Chairman Donnelly confirmed the petitioners' acceptance of all staff - recommended conditions and noted that neighbors had submitted letters of support, including one from the adjacent property owner who had lived next to the patio for 30 years. Mr. Hanafee stated that no neighbors attended the hearing because they had already expressed their support in writing. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for a motion. A motion was made by Vice Chairman Beattie and seconded by Commissioner Szymczak to recommend approval of the conditional use. During discussion, Vice Chairman Beattie reiterated his view that the structure resembled a garden walkway more than a patio but acknowledged staff's interpretation and the petitioners' agreement to comply with conditions. Chairman Donnelly commented that the installation fell into a "gray area" between a path and a patio. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for a motion to approve the conditional use subject to the conditions listed in the staff report. Commissioner Beattie made a motion seconded by Commissioner Szymczak. With no further discussion, a roll call vote was taken. UPON ROLL CALL AYES: Szymczak, Olsen, Beattie, Rogers, Fricano NAYS: Weir, Donnelly The Planning and Zoning Commission gave a positive recommendation (5-2) to the Village Board for the requests for the September 2, 2025 meeting. After hearing three more items of new business and no citizens to be heard, Commissioner Beattie made a motion seconded by Commissioner Szymczak and the meeting was adjourned at 8:58 PM. r A,,& um W, Ann Choi, Development Planner Planning & Zoning Commission Meeting — August 14, 2025 PZ-17-25 Page 5 of 1060 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ-16-25 PROPERTY ADDRESS: PETITIONER: PUBLICATION DATE: REQUEST: MEMBERS PRESENT: MEMBERS ABSENT: STAFF MEMBERS PRESENT: INTERESTED PARTIES: Hearing Date: August 14, 2025 1250 West Northwest Highway 101 Dr Skin Lab Inc July 30, 2025 Conditional use to amend an R-4 PUD to allow use exceptions at the subject property for personal training and esthetic skin care services Joseph Donnelly Ewa Weir Wa lte r Szym cza k Michael Fricano Richard Rogers William Beattie Donald Olsen None Antonia Lalagos— Development Planner Ann Choi — Development Planner Jason Shallcross — Director of Community & Economic Development Joseph An, ABCD Investment LLC Chairman Donnelly called the meeting to order at 7:01 PM. Commissioner Beattie made a motion seconded by Commissioner Szymczak to approve the minutes from the Planning and Zoning Commission meeting on July 24, 2025. The minutes were approved 7-0. After hearing one item of new business, Chairman Donnelly introduced case number PZ-16-25, 1250 West Northwest Highway 101, a request for conditional use approval to amend an existing Planned Unit Development (PUD) to allow use exceptions to provide personal training and esthetic skin care services at the subject property. Ms. Lalagos stated that the subject property is located on the north side of Northwest Highway, south of Meadows Park, and contains an existing multi -tenant office building with improvements. She reported that the two-story office building was originally constructed in 1978, and the permit history indicates that the building and site improvements have remained largely unchanged since construction. Ms. Lalagos explained that the subject property is part of an existing R-4 Multi -family Planning & Zoning Commission Meeting — August 14, 2025 PZ-16-25 Page 6 of 1060 Residential Planned Unit Development, commonly known as Meadows PUD. She indicated that Meadows PUD was created in 1977 via Ord. 2758 and is comprised of 6 lots of record containing the office building, a 54-unit condominium building, and four single-family residences. Ms. Lalagos shared that although the subject property's underlying zoning is R-4 Multi -family Residential, the office building can be occupied by uses allowed in the B-1 Business Office District. She noted that over the years, the subject property has been occupied by various professional and medical office users. Ms. Lalagos asserted that, according to business license records, the building was vacant from 2022 until March 2025 when it was purchased by a new owner. She reported that the second floor of the building is now occupied by a law office, real estate office, and Loan office. Ms. Lalagos stated that the petitioner, Dr Skin Lab Inc, intends to operate a business providing neurology outpatient services, personal training, and esthetic skin care, under the name Estheras Neuro Clinic and Spa. She shared that all client visits will be by appointment only and a maximum of five employees and clients are expected on site at any given time. Ms. Lalagos confirmed that massage therapy services will not be offered at the business. She noted that proposed hours of operation are Monday through Saturday, 10AM to 7PM. Ms. Lalagos explained that the petitioner's proposal includes one permitted use, a medical office, and two uses that are not allowed in the B-1 Business Office District: personal training and esthetic skin care. She stated that the petitioner must amend the PUD to allow for the use exceptions to be established at the subject property. Ms. Lalagos noted that no changes will be made to the building that require a building permit, and no changes are proposed for the exterior of the building or the parking lot. She said the petitioner intends to obtain a sign permit to replace the panels in the existing freestanding sign located on Northwest Highway. Ms. Lalagos shared that the subject property will contain a mixture of professional and medical offices, plus personal services. She stated that the required number of parking stalls is 16, and the existing parking lot is striped with 18 parking stalls, including one accessible. Ms. Lalagos confirmed that the proposal meets the minimum off-street parking requirements. She noted there will be one company vehicle stored at the location. Ms. Lalagos concluded that staff finds that the proposal meets the applicable standards contained in the Mount Prospect Zoning Ordinance. She requested that the Planning and Zoning Commission make a motion to adopt staff's findings as the findings of the Planning and Zoning Commission and recommend approval of the following motion: "A conditional use to amend Ord. 2758 of the Meadows Planned Unit Development to allow a business providing personal training and esthetic skin care services at 1250 West Northwest Highway 101, Case No. PZ-16-25, subject to the following conditions: a. Services to be provided at the business are limited to those listed in Exhibit C: Neuro Clinic & Esthetic Therapeutic Spa Service Description; b. The company vehicle shall be parked behind the building so that the vehicle is not visible from Northwest Highway; c. The business shall hold a valid business license; and d. Compliance with all applicable development, fire, building, and other Village Codes and regulations." Planning & Zoning Commission Meeting — August 14, 2025 PZ-16-25 Page 7 of 1060 Ms. Lalagos stated that the Village Board's decision is final for the case. Commissioner Beattie asked why esthetic skin care is not considered a medical service. Ms. Lalagos explained the distinction, that neurological services are provided by a licensed physician, but the skin care and personal training are not provided by medical professionals. She noted that the skin care services are provided by licensed esthetician. Chairman Donnelly invited the petitioners to the stand. Chairman Donnelly swore in the petitioner, Cham Hee Choi and Sang Park, Dr Skin Lab Inc, 1250 West Northwest Highway 101 and Joseph An, owner and tenant of the subject property. Mr. An stated that his clients are seeking approval for a special use permit for a professional skin care clinic under the supervision of a licensed medical doctor. He explained that the property is already designated for professional uses such as medical office and law office. Mr. An suggested that the proposed use directly aligns with the purpose of the building and is most comparable to medical office. He noted that the building offers 18 private parking spaces and ample on -street parking which is more than sufficient for the use. Mr. An argued that operations will not increase traffic or noise beyond the level already typical of a professional office. He asserted that the business will enhance community health offerings while fully complying with the zoning code and medical regulations. Mr. An reiterated that no structural changes are proposed and the professional character of the building will be maintained. He noted that approving this permit will allow the Village of Mount Prospect to welcome a business that provides valuable health services, contribute to local employment, and occupy underutilized office space. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for a motion to approve the conditional use, subject to the conditions listed in the staff report. Commissioner Beattie made a motion and Commissioner Szymczak seconded the motion. UPON ROLL CALL AYES: Szymczak, Weir, Olsen, Beattie, Rogers, Fricano, Donnelly NAYS: None The Planning and Zoning Commission gave a positive recommendation (7-0) to the Village Board for the September 2, 2025 meeting. After hearing two more items of new business, Chairman Donnelly asked if there were any citizens to be heard. Hearing no further discussion, Commissioner Beattie made a motion seconded by Commissioner Szymczak and the meeting was adjourned at 8:58 PM. b, adry mow., ^ M Antonia Lalagos, Development Planner Planning & Zoning Commission Meeting — August 14, 2025 PZ-16-25 Page 8 of 1060 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NOS. PZ-07-25 & PZ-10-25 Hearing Date: August 14, 2025 PROPERTY ADDRESS: 700 & 804 West Lincoln Street PETITIONER: STR Partners LLC (Sandra Moon) PROPERTY OWNER: Mount Prospect School District 57 Jason Kaiz, Assistant Superintendent for Finance and Operations PUBLICATION DATE: July 30, 2025 REQUEST: 1) Final Plat of Subdivision titled "Lincoln Consolidation"; 2) Conditional Use Approval for a Preliminary and Final Planned Unit Development; and 3) Development Code Exception MEMBERS PRESENT: Joseph Donnelly Ewa Weir Wa lte r Szym cza k Michael Fricano Richard Rogers William Beattie Donald Olsen MEMBERS ABSENT: None STAFF MEMBERS PRESENT: Antonia Lalagos — Development Planner Ann Choi — Development Planner Jason Shallcross — Director of Community & Economic Development INTERESTED PARTIES: STR Partners LLC Mount Prospect School District 57 Chairman Donnelly called the meeting to order at7:01 PM. Commissioner Beattie made motion seconded by Commissioner Szymczak to approve the minutes from the Planning and Zoning Commission meeting on July 24, 2025. The minutes were approved 7-0. After hearing two items of new business, Chairman Donnelly introduced case number PZ-07-25 and PZ- 1025, 700 & 804 West Lincoln Street, a request for a final plat of subdivision and a preliminary and final planned unit development (PUD). Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 9 of 1060 Planning staff member, Ann Choi, introduced Zoning Case Nos. PZ-07-25 and PZ-10-25. Ms. Choi stated that the petitioner, STR Partners LLC, on behalf of the Mount Prospect School District 57, is seeking conditional use approval for a preliminary and final planned unit development to replace an existing middle school with a new 127,000-square-foot school and complete related site modifications at 700 and 804 West Lincoln Street. Ms. Choi stated that the petitioner is also seeking approval of a final plat of subdivision for the consolidation of existing school lots and to vacate a portion of the school property. Ms. Choi further stated that the petitioner is requesting a development code exception and explained that the proposal requires Village Board approval for the conditional use for a preliminary and final planned unit development, final plat approval, and for the development code exception. Ms. Choi provided a brief history of the subject property and stated that the subject property was annexed into the Village in 1925 and is bordered by Lincoln Street to the south, Can Dota Avenue to the east, and single-family residences to the north and west. Ms. Choi stated that the site is currently occupied by Lincoln Middle School that was originally constructed in 1953. Permit records show that the school has since undergone multiple additions, and a maintenance building was constructed in 1962. Ms. Choi explained that in November 2024, residents approved an $85 million referendum to address critical needs within the school district, and according to the petitioner, these needs include the replacement of the existing middle school, which has struggled with outdated classrooms, limited space, and aging infrastructure. Ms. Choi presented the architectural site plan. Ms. Choi stated that the petitioner proposed to construct a new 127,000-square-foot replacement middle school, demolish the existing building, and complete related site improvements. Ms. Choi explained that the new school includes a 3-story academic wing including the students' core classrooms, a 2-story administration area, a learning resource center, experience classrooms, a storm shelter, gym, cafetorium, maintenance and support areas, and an outdoor learning/gathering space. Ms. Choi stated that construction of the new facility is anticipated to begin in the fall of 2025, with completion targeted for August of 2027. Ms. Choi explained that the new school will be built while the existing school remains operational, with both structures coexisting on the site until the summer of 2027. Conditional use approval is required as two principal structures will be present on the property during the transition period. Ms. Choi added that the petitioner also requests relief from Sections 15.401(B) and 15.402(B) which require stormwater detention to be provided for the entire site when a new building is constructed. Ms. Choi presented a slide of the proposed phasing for the project that includes the following target dates: • The project is estimated to begin in October of 2025, and the existing school building areas (B C D E), south side drop-off lane, and the east side drive and parking area will remain active during construction. • The new school building (A) is anticipated to start in October of 2025 and will be completed by May of 2027. • The new below -grade detention system will be installed during the summer of 2026. • The demolition of the central and southern portions of the school (D C E) will commence in May/June of 2027. All building demolition will be completed by August of 2027. • The new south side parking lot will begin once the central and southern portions of the existing school have been demolished. Ms. Choi went onto present the traffic and parking for the proposed development. Ms. Choi explained that the Village requires schools serving grades K-8 to provide 1 parking space/employee, plus 8 visitor spaces, Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 10 of 1060 and based on the staffing level of 91 employees, the school is required to provide 99 parking spaces. Ms. Choi stated that the current parking lot provides a total of 77 parking spaces. Ms. Choi noted that the proposed site plan includes a total of 106 parking spaces, exceeding the Village's parking requirement and representing a net increase of 29 parking spaces compared to the current condition. Ms. Choi explained that the additional parking will significantly improve overall site functionality and better accommodate daily operations and visitors. Ms. Choi went on to state that long-term staff parking will be located in the Large south parking lot, while visitor parking will be designated in the smaller southwest lot. Ms. Choi indicated that the north lot will be used exclusively for bus drop-offs and pick-ups, with no long-term bus parking on site. Finally, Ms. Choi stated that an additional 9 parking spaces at the northeast corner of the building will be reserved for maintenance and food service personnel. Ms. Choi pointed out that the Public Works department expressed concerns related to turning movements from the school's new driveway onto Can Dota Avenue. Ms. Choi explained that the short 75-foot offset between Milburn Avenue and the proposed driveway may potentially lead to collisions between a bus and another vehicle performing simultaneous left turns. When making a left turn onto Can Dota Avenue, stopping distances may be insufficient to avoid collisions if vehicles turn simultaneously. Ms. Choi stated that at 15 miles per hour (mph), passenger vehicles require about 80 feet to stop, increasing to 115 feet at 20 mph; buses require even longer distances. Ms. Choi stated that this limited space increases the risk of conflicts. Because of this safety concern, the Public Works Department remains committed to prohibiting Left turns out onto Can Dota Avenue. Ms. Choi added that the left turn restriction is included as a condition for the Planning and Zoning Commission's recommendation to the Village Board. Ms. Choi presented the proposed building elevations and noted that they feature a contemporary institutional design, characterized by clean lines, a mix of durable materials, and articulated massing. Ms. Choi pointed out that the exterior incorporates brick masonry, fiber cement panels with a wood -like appearance, aluminum storefront systems, and aluminum -composite metal paneling, which provide visual interest and durability. Ms. Choi noted that the facades are articulated through changes in plane, material transitions, and patterns to help break up the overall massing, and the color palette consists of warm, neutral tones. Ms. Choi stated that rooflines are varied in height, while all rooftop mechanical units will be screened from view, and that ground -mounted mechanical/utility equipment, as well as the trash enclosure, will be screened with brick masonry walls. Ms. Choi described the gradual stepping down of taller building elements to shorter elements, organized according to the function of the spaces, and noted that the proposed design is appropriately scaled to the surrounding single-family residential neighborhood, resulting in contextually sensitive massing and a pedestrian -friendly scale. Ms. Choi invited the public to view the materials samples board provided by the petitioner and staged at the back of the Village Board room. Ms. Choi noted that the exterior incorporates brick masonry, fiber cement panels with a wood -like appearance, aluminum storefront systems, and aluminum -composite metal paneling, which provide visual interest and durability. Ms. Choi advanced to the landscape plan and reported that the existing landscaping will remain along the north, west and south property lines and additional canopy trees have been added along the west property Line. Ms. Choi stated that perimeter landscaping, consisting of a variety of existing deciduous trees, new canopy trees, and a combination of deciduous and evergreen shrubs, will be provided along the south property line. Ms. Choi further stated that a considerable amount of foundation landscaping will also be provided along portions of the building's north, south and east facades. The petitioner is requesting relief from strict conformance of the foundation and perimeter landscaping requirements. Foundation landscaping will not be provided along most of the north and the entirety of the west elevations since these Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 11 of 1060 facades face private property. Ms. Choi explained that while a 6-foot-tall screen/buffer is required along the length of the rear and interior side yards, a shorter screen/buffer will be provided only in select areas at the southwest and northeast corners of the property, in response to requests from specific adjacent property owners. Ms. Choi further explained that this approach also helps preserve the openness and accessibility of the school's open spaces, which are valued by neighboring residents. Ms. Choi noted that additional trees have been added to the northeast as well as providing additional landscape screening around the discus cage. Ms. Choi went onto explain the proposed signage for the school project. Ms. Choi stated that the petitioner intends to install one wall -mounted sign and one canopy sign on the south elevation facing Lincoln Street. Ms. Choi noted that a new monument sign is also proposed just west of the Lincoln Street driveway and a freestanding sign is proposed along the Can Dota Avenue frontage just east of the track & field. Per the petitioner, relief is requested for: items of information as Lincoln Middle School is a very common school name in Illinois, while the proposed monument sign will include the full district name for identification, and the sign copy contains 12 items of information exceeding the 10 items permitted by code; orientation for the freestanding sign at the track & field (honorary naming will be visible from both sides and parallel with the long jump to best utilize the limited green space and maintain student safety); and sign surface area for the canopy sign (18.5 square feet) which exceeds the 4 square feet permitted for secondary signage. Ms. Choi stated that any future relief requested for signage shall require an application for a minor amendment to the PU D. Ms. Choi transitioned to a slide showing changes to the site plan and explained that the entire school building would shift approximately 15 feet to the north. Ms. Choi explained the reason for the change and stated that while the proposed development meets the Village's setback requirements, the warranty deed affecting the southwest portion of the property imposes a more restrictive 50-foot setback. Ms. Choi further explained that although the current proposal does not encroach into the required zoning setbacks, the petitioner is revising the plans to conform to the 50-foot warranty deed restriction, doubling the setback otherwise required by the zoning code. Ms. Choi stated that the school district has provided the modified plans, and the drawings are currently under staff review. Ms. Choi stated that while the majority of the site impact is at the southwest corner (enlarged fire lane, grading improvements, etc.) there are some resulting changes to the north asphalt/drive north of the building. The south and west parking lots remain the same and the sidewalks near the south side of the building will be modified. Ms. Choi noted that the modified plans will be presented to the Village Board. Ms. Choi advanced to a slide of the subdivision plat and explained that a final plat to consolidate the lots into a single lot is required so that the application of setbacks and other bulk regulations is straightforward. The plat shows that the southern half of the vacated portion of Milburn Avenue west of Can Dota Avenue is included as part of the school district property. Ms. Choi explained that additional right-of-way along the Lincoln Street frontage will be dedicated to the Village, allowing a consistent right-of-way width across the Lincoln Street frontage, and allows the existing public sidewalk to be located on public property. Ms. Choi noted that this new dedication also causes the existing monument sign to be in the public right-of-way and the project will be conditioned to allow the monument sign to remain until such time the sign is relocated onto school property. Ms. Choi indicated that Sections 15.401(B) and 15.402(B) of the Village Code require that stormwater detention be provided for the entire site when a new building is constructed. Ms. Choi explained that the Engineering Division indicated that it would seem appropriate that the easement area over the Village's Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 12 of 1060 sanitary overflow system located at the west end of the site be exempted from counting towards the entire site. Any area to be exempted would require a variation from the Village Code that must be granted by the Village Board. Ms. Choi noted that the Engineering Division reviewed the request and supports the request. Ms. Choi explained that when a unit of local government, such as a school district, comes to the Village with a zoning request, the Village should consider whether the requested relief furthers the statutory mission of the unit of local government and, if it does, give the requested relief some deference. Ms. Choi stated that when considering these questions, the Planning and Zoning Commission should rely on the referenced section of state law which outlines the statutory powers and duties of school districts. Ms. Choi stated that the school district is requesting zoning relief for: building height, perimeter landscape screening, foundation landscaping, signage, storm water detention, planting islands, planting ratios, and the track & field encroachment into the exterior side yard. The school district has indicated that granting the requested relief serves the public interest, as the proposal seeks to balance zoning and development requirements with the district's educational objectives and fiscal responsibilities. The district notes that the project is funded by the community and must remain within a limited budget while still meeting the needs of students and staff. Ms. Choi provided that the conditional use is aligned with the Village's Comprehensive Plan and Future Land Use Plan's designation of the subject property as institutional land use. Ms. Choi stated that the proposed new school and associated site improvements represent an upgrade to an essential public facility, and that the zoning approval for the proposed project is also identified as a high priority management agenda item in the Village's 2025-2026 Strategic Plan. Ms. Choi summarized staff's findings, suggesting that the proposal represents an upgrade to an essential public facility and is not expected to endanger public health, safety, morals, comfort, or general welfare. Ms. Choi stated that the information provided also does not suggest that the proposal will generate nuisances that will be injurious to the uses and enjoyment of other property in the immediate vicinity. Ms. Choi stated that staff also finds that the requested relief serves the public interest and supports the goal of promoting better development that will benefit students, adjacent residents and the Village as a whole. Ms. Choi emphasized that the petitioner has demonstrated good faith by engaging with concerned neighbors and developing strategies to mitigate potential impacts associated with the new school. Steps have been taken to provide sufficient screening to protect the privacy and livability of adjacent single- family residential uses. Additionally, the school district is in the process of revising its plans to address the building setback requirements in accordance with the warranty deed restrictions to further minimize impacts on neighboring properties. Ms. Choi stated that staff supports the petitioner's zoning requests, based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning documents, and recommended approval of the following motions: "Motion to approve: 1. A final plat of subdivision titled "Lincoln Consolidation", Case No. PZ-10-25; 2. A development code exception from Sections 15.401(B) and 15.402(B) to exempt the easement area over the Village's sanitary overflow system located at the west end of the site from counting towards the entire site; Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 13 of 1060 3. A conditional use for a preliminary and final planned unit development to construct a 127,000- square-foot middle school, and complete related site improvements at 700 and 804 West Lincoln Street, Case No. PZ-07-25, subject to the conditions listed in the staff report." (The conditions and modifiedi are listed below for reference: a. The petitioner shall revise the plans to conform to the 50-foot building setbacks as required by the warranty deed, Torrens Document No. 1496957, and provide the modified plans in advance of the Village Board meeting certificate b. Development in general conformance with the approved development plans which will consist of the following: i. Final engineering, architectural site plan, and landscape plans titled "D57 New Lincoln Middle School", consisting of 28 sheets, prepared by STIR Partners LLC and Eriksson Engineering Assoc., Ltd., and bearing the latest revision date of July 16, 2025; ii. Exterior elevations, as prepared by STIR Partners LLC, consisting of two sheets, Sheet A3.0 and A3.1, prepared by STIR Partners LLC, and bearing the latest revision date of June 4, 2025; iii. Architectural site details, consisting of two sheets, SheetAS1.1 andAS1.2, prepared by STIR Partners LLC, and bearing the latest revision date of June 4, 2025; and iv. Photometric plan and fixture cut sheets, consisting of two sheets, prepared by 20/10 Engineering Group LLC, and dated 06/04/2025. c. The petitioner shall address all comments included in the Village review letters dated July 27, 2025 (PZ-07-25) and June 17, 2025 (PZ-10-25); d. The existing monument sign located at the southeast portion of the school property shall be permitted to remain in its current location within the newly dedicated area until such time the new monument sign is installed in the proposed location along the Lincoln Street frontage. e. Electronic messaging shall not be allowed on the monument sign next to the track along the Can Dota Avenue frontage; f. All rooftop mechanical equipment shall be completely hidden from view. If, at time of final inspection, the rooftop mechanical equipment is visible from the public right of way or property line of any adjacent residentially zoned property, screening shall be provided and shall bea continuous, permanent, sound attenuating, and noncombustible screen of a color compatible with the principal structure; g. Left turns from the driveway on Can Dota Avenue shall be prohibited. Signage indicating the turning restriction shall be installed to the satisfaction of the Village Engineer; h. Any future relief requested for signage shall require an application for a minor amendment to the PUD; i. A fully compliant photometric plan will be required as part of the building permit submittal; j. Except for the relief granted by the planned unit development and the development code exception, compliance with all applicable development, fire, and other Village Codes and regulations; k. Except for the relief granted by the planned unit development, submittal of landscape, irrigation, and photometric plans that comply with Village codes and regulations. Ms. Choi stated that the Village Board's decision is final for the case and concluded her presentation. Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 14 of 1060 Chairman Donnelly asked the commissioners if there were any questions for staff. Commissioner Olsen asked: 1) if there would be sufficient parking for staff during construction since it looks like some of the existing parking would be lost, and 2) where would the contractors park. Ms. Choi asked to defer that question to the traffic engineer that was present. Hearing no further questions for staff, Chairman Donnelly invited the petitioners to the stand. Chairman Donnelly swore in the following petitioners and representatives as they appeared at the stand to answer questions: • Sandra Moon, STR Partners (Petitioner and Architect), 350 West Ontario Street, Suite 200, Chicago, Illinois. • Jason Kaiz, School District 57 (Assistant Superintendent for Finance and Operations), 701 West Gregory Street, Mount Prospect, Illinois. • Nicholas Papanicholas, Nicholas and Associates (Construction Manager), 300 North Oak Street, Mount Prospect, Illinois. • Steve Gregory with Erickson Engineering Associates (Landscape Architect), 145 Commerce Drive, Grayslake, Illinois. • Jeff Geldmyer, Eriksson Engineering Associates (Project Engineer), 145 Commerce Drive, Grayslake, Illinois. Mr. Kaiz explained that accommodations would be made within the construction area for the contractors, and that the school anticipates losing about 11 parking spaces for the teachers but that during construction, those 11 parking spaces would be relocated to the on -street parking spaces along Lincoln Street. Commissioner Rogers observed that the south elevation has a high percentage of glazing, especially along the south elevation that would be exposed to the noontime sun and noted the lack of trees or other Landscaping to protect the building from heat entering the south -facing rooms. Commissioner Rogers inquired whether provisions had been made to shade the south -facing windows or if alternative methods would be used. Ms. Moon explained that the glazing was intended to balance daylighting and transparency for students, and noted that high -efficiency, low-E coated glass would be installed to mitigate heat gain. Ms. Moon further responded that roller shades would be provided in each classroom, and that the building's mechanical systems were designed and sized to accommodate the anticipated solar heat gain. Commissioner Rogers followed up with asking if VAV boxes would be provided to control air conditioning and heating. Ms. Moon responded in the affirmative. Chairman Donnelly asked how much height the building was requesting. Ms. Choi responded that the proposed height was 48 feet, not to exceed 50 feet. Ms. Moon clarified that 48 feet represents the overall height of the three-story academic wing. Ms. Moon explained that the decision to construct a three-story building was driven by student needs, with each grade level occupying its own floor to foster a sense of community and to support team -based teaching for sixth, seventh, and eighth grades. Chairman Donnelly followed up with a question regarding rooftop elements, asking whether any structures such as elevator shafts or mechanical equipment would extend above the roofline, noting that this had been an issue in previous projects. Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 15 of 1060 Ms. Moon explained that the proposed building height of48feet is measured to the top of the aluminum composite facade, which extends higher than the actual roof. Ms. Moon noted that rooftop mechanical units would be screened behind the parapet. Chairman Donnelly requested clarification that the rooftop units would not exceed the height of the facade. Ms. Moon responded that this would depend on the specific equipment selected once the project goes out to bid but confirmed that the intent is to fully screen the units. Chairman Donnelly also asked whether the units would be screened for noise and inquired about the actual roof height. Ms. Moon estimated that the roof itself measures approximately 45 feet, with a parapet extending an additional five feet. Ms. Moon further explained that the roofline varies in height but that the units would be set back to remain out of sight. Mr. Papanicholas assured the Commission that the construction and design teams would coordinate to ensure effective screening of all mechanical equipment. Mr. Papanicholas noted that, consistent with past commercial projects, the team would prepare exhibits demonstrating compliance with the intent of the code. Mr. Papanicholas stated that rooftop units would be placed as far back as possible to maximize the parapet's effectiveness and that all visible equipment would be screened from both property lines and the public right-of-way. Mr. Papanicholas added that ground -mounted equipment is not recommended for this type of mechanical system. Vice Chairman Beattie recalled a prior project at Prospect High School where concerns were raised about noise from rooftop mechanical equipment when the swimming pool was constructed. Vice Chairman Beattie asked whether the proposed rooftop units would be evaluated not only for visual screening but also for sound impacts. Specifically, Vice Chairman Beattie inquired if any decibel standards were being applied, noting that neighbors had previously complained about hearing equipment running continuously during warmer months. Vice Chairman Beattie asked whether consideration had been given to the effectiveness of rooftop screening in addressing sound impacts in addition to visual aesthetics and questioned how much noise reduction such screening would provide and whether sound levels would be factored into the design. Mr. Papanicholas explained that ground -mounted equipment placed against masonry buildings can sometimes amplify sound, as hard surfaces cause noise to reverberate. Mr. Papanicholas noted from personal experience with a similar installation at Fairview School that this can increase noise levels. Mr. Papanicholas stated that screening will be designed to address both visual and sound impacts and confirmed that the development team will work with staff to minimize noise transmission to surrounding properties. Vice Chairman Beattie sought confirmation that no sound measurements have yet been taken and that the assumption at this stage is that any issues will be addressed through design and mitigation measures as the project advances. Mr. Papanicholas responded in the affirmative. Chairman Donnelly opened the floor for questions from the public. Chairman Donnelly swore in Karen Rosenthal of 307 Can Dota Avenue, Mount Prospect, Illinois. Ms. Rosenthal stated she lives across the street from the existing school parking lot. Ms. Rosenthal inquired whether a fence would be installed along the track and field that is planned to replace the existing parking lot. She wanted to know if a fence, landscaping, or bushes would be provided as part of the new design. Chairman Donnelly reiterated her question, asking for clarification on the type of fence proposed whether it would be open -style or solid style that provides partial screening. Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 16 of 1060 Chairman Donnelly swore in Margret Bohac of806West Lincoln Street, the first house to the west of804 West Lincoln Street. Ms. Bohac expressed concern regarding the proposed three-story building located behind her yard and emphasized her desire to maintain darkness in the evening and voiced strong concern that the lights would be too bright. Chairman Donnelly responded that Village regulations require lighting to be designed so that there are zero foot-candles at the property line. Chairman Donnelly explained that the project would need to ensure that no light trespasses onto adjacent properties, and staff would verify compliance. Chairman Donnelly referenced the Randhurst development, noting that its three-story parking garage is equipped with tall Lights that are designed to minimize spillover, and stated that a similar approach could be expected here. Chairman Donnelly assured Ms. Bohac that if she experienced lighting issues after construction, she could bring her concerns back to staff for review and follow-up. Chairman Donnelly swore in Janet and James Kadlec of 811 West Milburn Avenue, located north of the school site. Mr. Kadlec expressed concern regarding construction parking near their property, noting that contractors parking along Milburn Avenue and accessing the site via the walkway adjacent to their fence would create congestion for residents and visitors. Mr. Kadlec emphasized that contractors should be required to park on -site. Mr. Kadlec further cautioned against Milburn Avenue becoming an overflow parking area for the school once it is built. Mr. Kadlec also raised concerns about flooding, stating that his property had previously been impacted by drainage issues from the school site, requiring him to elevate his garden beds. Mr. Kadlec asked whether the new stormwater detention facilities would adequately handle runoff from the expanded building, parking lot, and athletic field. Chairman Donnelly responded that no water should discharge from the school property onto adjacent lots, and according to the staff report that stormwater detention calculations have been reviewed to ensure compliance, though this will be later confirmed with the petitioner. Mrs. Kadlec inquired about the distance between the new school building and their property line, as well as whether fencing or screening would be provided. Ms. Choi stated that the building would be located over 150 feet from their lot, significantly exceeding setback requirements. Director Shallcross explained that, while Village code typically requires a six-foot screen, staff did not wish to require fencing along this area since most adjacent homeowners currently use the open green space for recreation and access. Mr. and Mrs. Kadlec also requested access to detailed site plans and exhibits for further review. Chairman Donnelly advised that the petitioner could provide these materials after the presentation and noted that additional review opportunities would be available at the Village Board stage. Chairman Donnelly swore in Dawn Hahn of 305 We Go Trail, whose property is the last along We Go Trail with full access to the field. Ms. Hahn expressed concern regarding stormwater management, referencing issues similar to those raised by neighbors on Milburn Avenue. Ms. Hahn explained that while the installation of a prior water containment system had helped reduce flooding along Milburn Avenue, portions of the field behind her property and along Milburn still experience significant flooding. Ms. Hahn noted that the land was never fully leveled after construction, and standing water frequently collects behind her property line, sometimes deep enough for ducks to swim. Ms. Hahn asked how the proposed stormwater system would address the existing drainage conditions and whether it would adequately manage the persistent water accumulation. Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 17 of 1060 10 Chairman Donnelly asked the petitioner and the petitioner's consultants to come back to the podium to respond to the concerns raised by the residents. Chairman Donnelly asked the petitioner to respond to the question regarding fencing and screening around the athletic track. Ms. Moon stated that no fence is proposed around the athletic track and field. Instead, the design intends to use shrubs and bushes to maintain transparency and allow community access for walking and exercise when the school is not using the facility so no fence is proposed. Ms. Moon deferred to the project's Landscape architect, Steve Gregory, for details. Mr. Gregory explained that, consistent with the ordinance, shrub screening will be provided along Can Dota Avenue and Lincoln Street, but without a fence, treating the frontage more like a front yard than a rear yard to preserve openness. Mr. Gregory noted the plantings will be clustered and approximately three to four feet in height, providing the required 50% screening. Mr. Gregory further stated that the team is seeking relief from the ordinance's 50/50 evergreen -to -deciduous ratio, proposing instead a 70/30 mix because evergreens perform poorly near pavements subject to salt spray. Aside from that ratio adjustment, Mr. Gregory stated that the project meets the screening requirement. Chairman Donnelly asked the petitioner to respond to concerns raised regarding lighting. Ms. Moon explained that a photometric plan was submitted showing that light levels at the property line will be zero. Ms. Moon emphasized that the intent is to minimize lighting overall, with only a few pole -mounted fixtures along the fire lane and at building entries for security purposes. Ms. Moon noted that all fixtures are designed to provide downward -directed illumination for security and general building safety, with no spotlights or outward glare. Ms. Moon reiterated that the photometric plan confirms compliance with the requirement of zero light spillover at the property line. Chairman Donnelly asked the petitioner to respond to concerns regarding construction traffic and on - street parking along Milburn Avenue. Mr. Papanicholas explained that, as with other large projects completed in the Village, a site logistics plan and a traffic management plan will be prepared and these will identify truck routes, contractor parking locations, and procedures for high -demand days. Mr. Papanicholas emphasized that the construction team will actively coordinate with staff, remain on -site daily, and implement wayfinding signage to ensure contractors and deliveries use the proper access points. Chairman Donnelly asked for confirmation that full-time contractors would be required to park within the fenced construction site. Mr. Papanicholas confirmed this and stated that construction staff would not be permitted to use neighborhood streets for parking. Vice Chairman Beattie added that residents were concerned about contractors using narrow pedestrian pathways from Milburn Avenue or We Go Trail to access the site. Mr. Papanicholas responded that this practice will be expressly prohibited, signage will be posted as appropriate, and all contractors and delivery personnel will be instructed accordingly. Mr. Papanicholas further stated that violations would be addressed immediately, and repeated issues could result in police involvement if necessary. Chairman Donnelly invited testimony from Jeff Geltmeyer, project engineer with Eriksson Engineering, regarding flooding concerns. Mr. Geltmeyer explained that the existing underground infrastructure in the area is part of the Village's combined sewer system, which was not designed to function as a stormwater management system. Mr. Geltmeyer noted that the proposed project includes a new below -grade detention system sized to accommodate the 100-year, 24-hour storm event in compliance with MWRD standards. This system will be located along the northern frontage near Milburn Avenue, making use of the Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 18 of 1060 11 site's natural low point. Mr. Geltmeyer emphasized that the new school will represent an improvement, as the existing site lacks dedicated stormwater detention and currently discharges runoff directly into Village sewers. Chairman Donnelly confirmed that the design will account for all stormwater generated by the site, except for areas encumbered by existing Village -owned infrastructure. Mr. Geltmeyer clarified that the project will not add runoff to those areas and, in fact, will reduce flows to the sanitary sewer system, resulting in overall improvement to local drainage. Vice Chairman Beattie summarized that the project will add stormwater storage capacity, thereby helping alleviate the localized flooding concerns raised by residents. Mr. Geltmeyer agreed, stating that the new system will capture and store water underground instead of allowing it to pond in backyards. Discussion then turned to site circulation. Vice Chairman Beattie asked about bus traffic and potential congestion during student drop-off and pick-up. Ms. Moon responded that all bus operations will occur in the north parking lot accessed from Can Dota Avenue, with no left turns permitted, while parent drop-offs will use the south parking lot accessed from Lincoln Street. Ms. Moon explained that this separation was intentional to keep bus and parent traffic distinct and that adequate stacking capacity has been provided on -site for both buses and cars. Chairman Donnelly confirmed that the north lot will accommodate nine buses. Commissioner Olsen asked for clarification, and Ms. Moon reiterated that buses and parent traffic would be routed separately, with the building itself serving as a buffer between the two circulation areas. Commissioner Olsen also asked about construction hours. Mr. Papanicholas confirmed that all work will comply with Village ordinances and normal work hours. Mr. Papanicholas noted that the final summer of construction, which involves demolition of the existing school, will be intensive, but all work will remain within allowed hours. Mr. Papanicholas also assured the Commission that street sweepers and redundant cleaning services would be used to keep neighborhood streets clean throughout the project. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for two motions on the petitions. Chairman Donnelly requested a first motion to approve the final plat, Zoning Case No. PZ-10-25, to consolidate all of the subject properties, and a second motion to approve the conditional use subject to the conditions listed in the staff report. Commissioner Beattie made a motion and Commissioner Szymczak seconded the motions to approve the following: "Motion to approve: 1. A final plat of subdivision titled "Lincoln Consolidation", Case No. PZ-10-25; 2. A development code exception from Sections 15.401(B) and 15.402(B) to exempt the easement area over the Village's sanitary overflow system located at the west end of the site from counting towards the entire site; 3. A conditional use for a preliminary and final planned unit development to construct a 127,000- square-foot middle school, and complete related site improvements at 700 and 804 West Lincoln Street, Case No. PZ-07-25, subject to the conditions listed in the staff report." With no further discussion, a roll call vote was taken. UPON ROLL CALL AYES: Szymczak, Weir, Olsen, Beattie, Rogers, Fricano, Donnelly NAYS: None Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 19 of 1060 12 The Planning and Zoning Commission gave a positive recommendation (7-0) to the Village Board for the requests for the September 2, 2025 meeting. After hearing one more item of new business and no citizens to be heard, Commissioner Beattie made a motion seconded by Commissioner Szymczak and the meeting was adjourned at 8:58 PM. r A,,& um W, Ann Choi, Development Planner Planning & Zoning Commission Meeting — August 14, 2025 PZ-07-25, PZ-10-25 Page 20 of 1060 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ-14-25 Hearing Date: August 14, 2025 PROPERTY ADDRESS: 411 South Maple Street PETITIONER: Mt Prospect Park District PUBLICATION DATE: July 30, 2025 REQUEST: 1) final plat of subdivision; 2) final PUD; 3) variation from the exterior yard setback requirements; and 4) a development code exception. MEMBERS PRESENT: Joseph Donnelly Ewa Weir Wa lte r Szym cza k Michael Fricano Richard Rogers William Beattie Donald Olsen MEMBERS ABSENT: None STAFF MEMBERS PRESENT: Antonia Lalagos — Development Planner Ann Choi — Development Planner Jason Shallcross — Director of Community & Economic Development INTERESTED PARTIES: Studio 222 Architects Inc Chairman Donnelly called the meeting to order at 7:01 PM. Commissioner Beattie made a motion seconded by Commissioner Szymczak to approve the minutes from the Planning and Zoning Commission meeting on July 24, 2025. The minutes were approved 7-0. After hearing three items of new business, Chairman Donnelly introduced case number PZ-14-25, 411 South Maple Street, a request for a final Planned Unit Development (PUD) to construct a new community recreation center and new outdoor recreational facilities including a swimming pool, pickleball courts, skate plaza, basketball court, outdoor game area, and seasonal ice rink at Lions Memorial Park, the subject property. Ms. Lalagos stated that the proposal requires the following zoning approvals: final plat of subdivision; final PUD; variation from the exterior yard setback requirements; and ad eve top me nt code exception. She described the subject property, Lions Memorial Park, as an existing 20.8-acre community park bounded by Maple Street to the west, Lincoln Street to the north, William Street to Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 21 of 1060 the east, and Sha Bonee Trail and Lions Park Elementary School to the south. Ms. Lalagos reported that the northwest side of the park contains most of the site improvements, while the southwest and east side of the park are predominantly open green space. She pointed out that the park amenities are connected to each other via asphalt walking paths that link to neighborhood sidewalks and the parking lot. Ms. Lalagos noted that the two existing vehicular access points into the subject property, on Maple and Lincoln Street, will remain. She explained that the park was established in 1955 and contains a recreation center, parking lot, and outdoor recreational amenities including a swimming pool, bandshell, tennis courts, ball fields, playground, and walking paths. Ms. Lalagos shared that Phase 1 updates to the park were completed in 2024 including the new playground, new walking paths, and re -surfaced tennis courts. Ms. Lalagos summarized the Phase 2 work, which consists of demolition of the existing recreation center and swimming pool, and construction of a new recreation center and swimming pool, including a splash pad, water slides, bath house, and pool equipment building. She pointed out proposed outdoor recreational amenities including a skate plaza, basketball court, six pickleball courts, outdoor game area, and seasonal ice rink. Ms. Lalagos noted that one of the petitioner's goals in the site design is to provide direct access from the parking lot to the band shell and other outdoor amenities without having to circulate around the entire building, as with the current facility. She reported that the overall lot coverage of the subject property will increase to 33%, which is below the maximum allowable lot coverage of 75%. Ms. Lalagos explained that the proposed recreation center is set back 10.17' from the Lincoln Street property line, whereas the underlying zoning district (C-R) requires a minimum setback of 30' for the exterior side yard. She stated that the petitioner is requesting a variation from the exterior side yard setback requirements. Ms. Lalagos noted that staff agrees that the parcel shape and position of existing amenities pose a unique challenge when siting the recreation center, and concurs that the setback requirement would pose a hardship for the park district to create a practical site plan. She pointed out that the existing facility already has a non -conforming setback (17.85') and that staff does not believe that reducing the setback to 10' will alter the essential character of the neighborhood. Ms. Lalagos asserted that staff supports the variation request and finds that it is consistent with the overall goals of the PUD. Ms. Lalagos reviewed the elevations, showing that the two-story recreation center will be 42' tall and will be 55,700 square feet. She stated that the main entry will be located on the west elevation and will feature a metal canopy, and the facade will be constructed of precast concrete panels with various finishes, including Norman -sized cast brick. Ms. Lalagos described the design elements including cast stone coping, woodgrain-finish metal panels, and a prefinished aluminum curtain wall system. She noted that the refuse enclosure and loading dock will be located on the northeast elevation and will be screened with a six-foot tall solid panel sliding gate. Ms. Lalagos asserted that the PUD will approve signage consistent with what is shown on the plans, and any future relief requested for signage shall require an application for a minor amendment to the PUD. She displayed the floor plans, which showed a gymnasium, walking track, dance studio, multi - generational room, multi -purpose rooms, art studio, and preschool room. Ms. Lalagos described the pool area consisting of a bathhouse (5,352 SF), pool equipment building (1,304 SF), leisure pool with water slides (11,878 SF), splash pad (2,960 SF), and pool deck (22,480 SF). She noted that the maximum height of the water slide structure will be 31', measured at the Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 22 of 1060 top of the platform canopy. Ms. Lalagos displayed the other amenities, including six pickle ball courts to be installed to the east of the existing tennis courts, and a skate park and basketball court to be located east of the playground. She shared that the petitioner chose the skate park and basketball court locations because of existing site grading and to maintain open space in the center of the park for programming. Ms. Lalagos noted that the outdoor game courts and seasonal ice rink will be located south of the recreation center. Ms. Lalagos explained that the petitioner provided a parking study to estimate parking supply and demand for the site. She pointed out that the existing uses require approximately 800 parking stalls according to code, yet the subject property currently contains 179 parking stalls on site. Ms. Lalagos noted that the proposed uses require approximately 1070 parking stalls, and the petitioner is proposing 200 parking stalls on site. She emphasized that the code requirement calculates parking as if all uses were operating simultaneously and at maximum capacity, which would not happen. Ms. Lalagos stated that overall site maximum occupancy is increasing by approximately 13%, not considering seasonality and scheduling. She shared a table from the parking study showing comparable parks and their maximum capacity and available onsite parking, and noted that the subject property will have almost double the number of onsite parking stalls compared to the other parks. Ms. Lalagos reported on the petitioner's parking survey that assessed the parking available on weekdays and weekends in nearby parking lots and parking garages. She noted that the subject property is a short distance from Maple Street Parking Deck, and the park patrons can use the Lions Park Elementary School lot when school is not in session. She reported that the petitioner is exploring off-street parking agreements with Busse Automotive and Dasom Community Church. Ms. Lalagos explained that the parking study also included estimates of on -street parking available on streets within the study area, however, staff is requiring the petitioner to have a parking management plan that directs patrons to off-street parking options before resorting to on -street parking. Ms. Lalagos reviewed parking demand and shared Table 1, which estimates the parking deficiency according to the various methods used in the parking study. She reiterated that the minimum stalls required by the code represent all park uses operating simultaneously and at full capacity, which would not occur. Ms. Lalagos pointed to the petitioner's estimates of actual park activities taking place across the seasons, by time of day, versus maximum activity, showing demand to range from 154 vehicles on the low end, to 612 vehicles during a Thursday concert at the bandshell. The petitioner estimate shows that on a normal, non -concert day during the summer, parking demand will be roughly 250 vehicles. Ms. Lalagos explained that staff is requiring mitigation and monitoring measures to address potential parking overflow, including: a Parking Management Plan detailing parking accommodations for day-to-day activities, demonstrating adequate parking for the facility exists Largely onsite; a Special Event Parking Plan detailing additional off -site parking to be provided on nearby properties via off -site parking agreements, usage of the Maple Street Parking Deck, on - street parking, and information on how parking is coordinated for special events; and monitoring and reporting on the parking management plan, with a report required to be submitted to the Village Manager's Office after one full year of park operation. She stated that should the site experience regular overflow with a need for additional parking, the petitioner identified two Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 23 of 1060 Locations on Lincoln and Maple Streets where angled parking could be added in the public right-of- way adjacent to Lions Memorial Park. Ms. Lalagos reported that Village staff is willing to explore this option should the need arise. She asserted that staff supports the proposed parking plan, based on the 200 stalls to be provided on site, along with the additional parking available in the Maple Street Parking Deck, on -street parking, and potential to secure parking agreements with nearby properties. Ms. Lalagos summarized the new landscaping proposed throughout the site to complement the new buildings, enhance the parking lot, and provide limited screening for certain recreational areas, all while prioritizing an open viewshed into the expansive green space. She indicated areas with notable new plantings including robust foundation plantings on the north fapade of the recreation center; shade trees for the parking lot islands; evergreen screening on the west side of the tennis courts and south side of the skate park and basketball court; and water -tolerant species around and within the naturalized storm basin. Ms. Lalagos asserted that the intent of the Landscape code is met through the overall design, making the full extent of perimeter landscaping unnecessary and allowing for visual and functional value in preserving open, unobstructed green space along the park's edges. Ms. Lalagos noted that the subject property has an existing detention area east of the playground and the petitioner is proposing an additional detention area on the east side of the site near William Street. She shared that the petitioner is requesting an exception from the development code to provide detention only for the areas being disturbed for this project, rather than the entire site, because detaining the stormwater for the entirety of the subject property would require an unreasonable amount of space and have a detrimental impact on the park and its ability to function. Ms. Lalagos stated that staff supports this development code exception due to the size and scale of the park and finds it is unreasonable to apply the code requirement to a 20-acre park property that is almost 70% open space. Ms. Lalagos reported that the subject property is comprised of two parcels totaling 20.8 acres. She explained that the parcels will be consolidated into one lot of record and utility easements will be granted over existing Village storm and combined sewers crossing the site. Ms. Lalagos shared that the Mt Prospect Park District has conducted extensive outreach regarding both Phase 1 and Phase 2 of the park renovation, which is documented on their webpage dedicated to the referendum project. She stated that the Village received one written public comment requesting to fill the sidewalk gaps on Lincoln and Maple Streets. Ms. Lalagos explained that when a unit of local government, such as a park district, comes to the Village with a zoning request, the Village should consider whether the requested relief furthers the statutory mission of the unit of local government and, if it does, give the requested relief some deference. She stated that when considering these questions, the Planning and Zoning Commission should rely on the referenced section of state law which outlines the statutory powers and duties of park districts. Ms. Lalagos summarized staff's findings, suggesting that the proposal will update aging public facilities and bring new recreation amenities to an existing community park, thereby supporting public health and general welfare of the community. She noted that the petitioner has considered Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 24 of 1060 the impact on the neighborhood and solicited community input on the project over the course of two years. Ms. Lalagos reported that staff has recommended conditions of approval to address potential adverse impacts, such as landscape screening, parking management plans, and guidelines for hours of operation. She indicated that staff supports the petitioner's zoning requests, based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning documents. Staff recommended approval of the following motions: 1. A final plat of subdivision titled "Lions Memorial Park Consolidation," subject to the condition that the petitioner address all comments listed in Village Review Letter #2, dated July 3, 2025 and revised July 25, 2025; 2. A variation to reduce the exterior side yard setback from 30' to 10.2' on the segment of Lincoln Street abutting the north elevation of the recreation center, subject to the following conditions: a. The recreation center north facade shall be developed in strict conformance with the elevations provided on sheets A2.00 and A2.01, from the plan set titled "MPPD Lions Recreation Center" prepared by Studio 222 Architects and bearing the latest revision date of July 16, 2025; and b. The foundation landscaping on the north elevation of the recreation center shall be developed in strict conformance with the landscape plan provided on sheet LP-101, from the plan set titled "MPPD Lions Recreation Center" prepared by Studio 222 Architects and bearing the latest revision date of July 16, 2025; 3. A development code exception from Sections 15.401(B) and 15.402(B) to provide stormwater detention only for the areas to be developed, subject to the condition that the petitioner obtain a watershed permit from the MWRD; 4. A conditional use for a final Planned Unit Development (PUD) consisting of a 20.8-acre recreational complex consisting of a 55,700 square foot recreation center, outdoor pool, water slides, splash pad, skate park, pickleball courts, tennis courts, basketball court, play areas, ball fields, seasonal ice rink, and other recreational amenities and associated improvements, subject to the following conditions: a. General conformance with the approved development plans which consist of the following: i. Development plan set (56 pages) containing civil, landscape, and architectural plans, titled "MPPD Lions Recreation Center" prepared by Studio 222 Architects and bearing the latest revision date of July 16, 2025; ii. Skate Park Plans(12 pages) titled "Lions Park Skate Park 100% Design Development" prepared by Spohn Ranch and bearing the latest revision date of May 14, 2025; iii. Photometric Site Plan PS1.1 (1 page) titled "MPPD Lions Recreation Center" prepared by Studio 222 Architects and bearing the latest revision date of June 23, 2025; iv. Photometric Plans (13 pages) titled "Lions Park Outdoor Pickleball Courts" prepared by Musco and bearing the latest revision date of May 15, 2025; and v. RTU Screening Exhibits (3 pages) titled "MPPD Lions Recreation Center" prepared by Studio 222 Architects and bearing the latest revision date of May 27, 2025 and July 11, 2025; Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 25 of 1060 b. In addition to the land uses permitted within the C-R Conservation Recreation District, the following use exceptions shall also be permitted within the proposed PUD: i. Accessory structures greater than 30 feet in height; ii. Bandshell; iii. Daycare center (preschool); iv. Lighted ball fields; and v. Recreational complexes; and vi. Seasonal ice rink; c. Any future expansion, or increase in intensity, of any of the use exceptions beyond what is proposed may be considered a "minor change" to the Planned Unit Development and approved by the Village Manager after recommendation from the Community Development Director. In the event Village Staff determines that a request is a "major change" requiring a public hearing, then a formal application shall be submitted to request an amendment to the approved PUD. d. Prior to occupancy, the Mt Prospect Park District shall secure a license agreement with the Village of Mount Prospect for the west side of the parking lot to encroach into the public right of way; e. Prior to occupancy, the petitioner shall provide the following parking plans / agreements for review and approval by the Village Manager: i. Parking Management Plan; ii. Special Event Parking Plan; and iii. Off -site Parking Agreements; f. Following one year of park operation, the Mt Prospect Park District shall submit a Parking Impact Report to the Village's Community Development and Public Works Departments. The report shall include: i. A summary of observed parking demand patterns and peak occupancy; ii. Indication of any recurring overflow issues or complaints; iii. Discussion of any mitigation measures already implemented; and iv. Recommendations (if any) for changes to parking layout, event parking, signage, or shared use agreements; g. Hours of operation shall be in general conformance with the hours listed in the document titled "Lions Memorial Park Land Use Table," dated July17, 2025 and attached as Exhibit B, with the following exception: i. The community pool shall be closed when events take place at the bandshell; h. Signage shall be in general conformance with the signage shown on pages A2.00 of the plan titled "MPPD Lions Recreation Center" prepared by Studio 222 Architects and bearing the latest revision date of July 16, 2025, and shown on page 1.2 "Lions Park Memorial Sign" prepared by Studio 222 Architects and bearing the latest revision date of May 27, 2025; i. Wind screens shall not display any logos or signage; ii. Signage may be displayed on the interior walls of the seasonal ice rink only; and iii. Any modification to the recreational complex's signage requires an administrative PUD amendment; Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 26 of 1060 i. A fully compliant photometric plan will be required as part of the building permit submittal; j. Light fixture shielding or glare guards for the outdoor sports lighting fixtures maybe required at final inspection; and k. Except for the relief granted by the planned unit development, variation, and development code exception, compliance with all applicable development, fire, building, and other Village Codes and regulations is required. Ms. Lalagos stated that the Village Board's decision is final for the case. Hearing no questions for staff, Chairman Donnelly invited the petitioners to the stand. Chairman Donnelly swore in the petitioners and representatives as they appeared at the stand to answer questions. Commissioner Weir asked for more information about the relief requested for the recreation center setback and the width of the public sidewalk on Lincoln Street. Jeff Geldmyer, Project Engineer for Eriksson Engineering Associates, 145 Commerce Drive, Grayslake, Illinois, confirmed that the existing public walk near the building is a five-foot carriage walk. Chairman Donnelly asked if the walk would remain as is. Mr. Geldmyer confirmed that the walk would remain as is along Lincoln Street, and they will remove the portion that returns along the driveway because it is not ADA compliant and poses safety concerns. Chairman Donnelly asked if the sidewalk gaps would be filled in, referencing the public comment received. Mr. Geldmyer replied that they studied the pedestrian routes leading into and outside of the park and it is their opinion that there is an adequate and complete pathway system. He stated there is no intent to connect the gaps in these areas because of the safety concerns. Mr. Geldmyer explained that there are significant grading transitions in these areas that makes it challenging to install an ADA-compliant sidewalk, as well as concerns about damaging mature, healthy parkway trees. Commissioner Beattie asked where the sidewalk gaps are located. Mr. Geldmyer showed that the gaps are adjacent to the parking lot in the northwest corner of the site. He said they are extending a portion of public sidewalk south on Maple street to connect to the park district pathway system, but the sidewalk does not continue south across the driveway entrance. The engineer noted similar conditions on Lincoln Street where the sidewalk is not continuous. Commissioner Weir wanted to confirm that the sidewalk at the street is five feet wide and against the street, without a parkway. Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 27 of 1060 Mr. Geldmyer replied yes, it is a carriage walk so it is immediately next to the road. Commissioner asked why the footprint of the building cannot be reduced to create more green space at the north side of the building. John Medea, Principal at Studio 222 Architects, 901 West Jackson Boulevard, Chicago, Illinois, replied that the building footprint is a function of the programming that the park district and community stakeholders desire. He stated that the size of the building is dictated by the programs, and the other elements like the pickleball courts and pool, are constrained by the baseball fields to the south. Mr. Madeja noted that the other important factor in site planning was the connection between the parking lot and the bandshell and the other park amenities; they wanted to keep the connection generous because they anticipate a lot of use, especially in the summer. He noted that the site is very tight, and they tried to provide as much buffer from Lincoln Street as they could. Mr. Madeja said they addressed the north facade setback with more foundation landscaping. He pointed out that the north side of the building has a gymnasium inside, which tends to be long and uninterrupted, so they provided bay windows to break up the facade and make it more inviting than a blank precast wall. Chairman Donnelly asked what the roof height is. Mr. Madeja stated that the predominant roof height is 36 feet to the top of the parapet, and there is an element that is set back further from the street that is 42 feet to the top of the parapet. He noted the actual roof height is 4 to 5 feet lower than that. Mr. Madeja reported they are going to screen the RTUs with the parapet. He said they provided screening exhibits that show the visibility of the RTUs from the property lines. Mr. Madeja explained that the intent is to screen the RTUs to the fullest extent possible. Commissioner Weir noted that stormwater management is governed by MWRD and asked if the relief is requested from Village code or MWRD code. Mr. Geldmyer responded that relief is sought only from the Village code, and they are in full compliance with MWRD requirements. He said they are accounting for the areas that they are developing, and not for all the green space and ballfields that they are not touching. Chairman Donnelly asked if there are any current flooding complaints from the neighbors. Mr. Geldmyer noted that the current site has no significant stormwater management. He stated there are existing small facilities, but the new detention will be the largest volume of storage there. Mr. Geldmyer confirmed it the project will provide notable watershed benefits for the local sewers. Commissioner Olsen asked if the site has problems with water detention now. Mr. Geldmyer replied that he was not aware of any ponding or flooding issues on the park district property outside of the areas that are intended to hold water. He stated that they will install a new stormwater detention basin on the southeast corner that is fully designed for the pool and recreation building addition. Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 28 of 1060 Commissioner Weir asked if they were implementing any sustainable landscaping plans on site to help with stormwater management or promote sustainable practices. Mr. Geldmyer replied that the stormwater basin will have native plantings. He indicated that they will meet volume control requirements by having some storage beneath the outlet of that system. Mr. Geldmyer shared that the new native plantings will blend in with the existing native plantings already in that area. Chairman Donnelly asked if the petitioner accepted all the conditions placed on the requests. The petitioner as a group replied yes. Commissioner Beattie asked for the timeline for completion. Matt Dziubinski, Director of Parks and Planning for Mt Prospect Park District, 1000 West Central Road, Mount Prospect, stated they are seeking park board approval in October and will start mobilizing in November with demolition beginning around that time. He said they will open the pool in May 2027. Mr. Dziubinski noted that the site will be under construction throughout 2026, but the intent is to leave the rest of the park open, such as the bandshell, tennis courts, etc. Commissioner Olsen expressed concern about the amount of parking with all the new amenities being added. He asked if they have enough parking. Steve Corcoran, Director of Traffic Engineering for Eriksson Engineering Associates, 145 Commerce Drive, Grayslake, Illinois, replied yes, there is enough parking, between the onsite lot, which is 200 spaces, the large amount of street parking around the park, as well as the Maple Street Parking Garage, and talking with the church and other business to get additional parking. Chairman Donnelly suggested they have enough onsite parking to run day to day operations, and when they have a concert, their peak time, people will park a block away. Commissioner Beattie stated that he was impressed by all the additions but also concerned because there are a lot more reasons to visit the park than there were a couple of years ago. He asked staff how many parking spaces there are in the Maple Street Parking Garage, which seems underutilized. Ms. Lalagos stated the garage has 262 spaces and confirmed it is a block away from the park. Ms. Corcoran stated that they visited the garage on a Saturday, and it was fairly empty, on the day of the week when they expect the highest use of the park. Chairman Donnelly pointed out that there is an option to add parking along Maple and Lincoln Streets if they need to. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for a motion. Commissioner Beattie made a motion and Commissioner Szymczak seconded the motion to approve the requests as listed in the staff report and summarized here: Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 29 of 1060 10 "1 . A final plat of subdivision titled "Lions Memorial Park Consolidation," subject to the conditions in the staff report; 2. A variation to reduce the exterior side yard setback from 30' to 10.2' on the segment of Lincoln Street abutting the north elevation of the recreation center, subject to the conditions in the staff report; 3. A development code exception from Sections 15.401(B) and 15.402(B) to provide stormwater detention only for the areas to be developed, subject to the conditions in the staff report; and 4. A conditional use for a final Planned Unit Development (PUD) consisting of a 20.8-acre recreational complex consisting of a 55,700 square foot recreation center, outdoor pool, water slides, splash pad, skate park, pickleball courts, tennis courts, basketball court, play areas, ball fields, seasonal ice rink, and other recreational amenities and associated improvements, subject to the conditions in the staff report." UPON ROLL CALL AYES: Szymczak, Weir, Olsen, Beattie, Rogers, Fricano, Donnelly NAYS: None The Planning and Zoning Commission gave a positive recommendation (7-0) to the Village Board for the requests for the September 2, 2025 meeting. Chairman Donnelly asked if there were any citizens to be heard. Hearing no further discussion, Commissioner Beattie made a motion seconded by Commissioner Szymczak and the meeting was adjourned at 8:58 PM. V Antonia Lalagos, Development Planner Planning & Zoning Commission Meeting — August 14, 2025 PZ-14-25 Page 30 of 1060 r� Item Cover Page Subject PZ-03-25 / 1040 W Northwest Highway / CU: Daycare Center / Village Board Final (SUSPENDED INDEFINITELY) No evidence or testimony shall be provided at the hearing on October 23, 2025. Village officials will formally announce that the zoning case will be suspended indefinitely pending the outcome of related litigation. Meeting October 23, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Discussion Alternatives N NEW BUSINESS Action Item Staff Recommendation Attachments None Page 31 of 1060 Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page PZ-18-25 / 834 E Rand Rd 12 / CU: Massage Therapy / Village Board Final October 23, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION 10 NEW BUSINESS Action Item The petitioner (Mongolian Massage Therapy Spa Inc) is proposing a change of ownership for an existing massage therapy establishment at 834 East Rand Road Unit 12 (the subject property). Massage therapy businesses require a new conditional use approval when there is a change of location or a change of ownership. The subject property is zoned B-4 Corridor Commercial Planned Unit Development (PUD). The proposed business meets the standards for a conditional use and staff is supportive of the request. Discussion Background: The subject property is a multi -tenant office condominium building with a mixture of professional office uses. Unit 12 was purchased in 2022 by Mongolian Massage Therapy Spa Inc. The owners obtained conditional use approval to operate a massage therapy business via Ordinance 6663. The current owners are selling the subject property and business to a new owner. Proposal: The petitioner, Ganzorig Ulziitogtokh, is purchasing the subject property and the business from current owners Tsengelmaa Navaandorj and Altantsetseg Choijiljay. The business legal entity and DBA, Mongolian Massage Therapy Spa Inc, will remain the same, with Mr. Ulziitogtokh replacing Ms. Navaandorj and Ms. Choijiljav as the sole officer of the corporation. The business occupies 938 square feet and no changes are proposed for the interior or exterior of the building. Proposed hours of operation are 10AM to 10PM daily, with services provided by appointment only. The business will have three licensed massage therapists (the current owners and the petitioner), with the intent to hire additional licensed staff in the future. Services include Mongolian massages, deep tissue massages, and Swedish massages, with hot stone and herbal compress options. The subject property is equipped with adequate parking. The proposed business is by appointment only and the petitioner expects to have up to ten people on the premises at any time. The petitioner noted in his application that the parking lot has three parking spots reserved for Unit 12. Page 32 of 1060 The petitioner submitted a business license application and a massage therapy addendum according to the requirements of Village Code Chapter 11, Article 7 for Massage Establishments. Public Comment: As of this writing, staff has not received public comment pertaining to the case. Alternatives 1. Approval of the following motion: "A conditional use to operate a massage therapy establishment at 834 East Rand Road Unit 12, subject to the following conditions: a. Any massage therapist employed at the business establishment shall hold a valid massage therapist license with the State of Illinois; b. Compliance with all applicable development, fire, building, and other Village Codes and regulations; and c. A new conditional use approval shall be required for: i. A change of ownership involving 50% or more of the officers or partners; ii. A change in legal entity; or iii. A change in location." 2. Action at the discretion of the Planning and Zoning Commission. Staff Recommendation Approval of a conditional use to operate a massage therapy establishment at 834 East Rand Road Unit 12, subject to the conditions listed in the staff report. Attachments 1. PZ-18-25 Staff Report 2. PZ-18-25 Administrative Content 3. PZ-18-25 Plans Page 33 of 1060 VILLAGE OF MOUNT PROSPECT 50 S. Emerson Street, Mount Prospect, IL 60056 STAFF REPORT FROM THE DEPARTMENT OF Community Development Jason C Shallcross, AICP, CEcD Antonia Lalagos Director of Community Development Development Planner DATE: October 16, 2025 CASE NUMBER PZ-18-25 PUBLIC HEARING DATE October 23, 2025 APPLICANT/PROPERTY OWNER Mongolian Massage Therapy Spa Inc / Ulemoria LLC PROPERTY ADDRESS/LOCATION 834 East Rand Road Unit 12 BRIEF SUMMARY OF REQUEST The petitioner (Mongolian Massage Therapy Spa Inc) is proposing a change of ownership for an existing massage therapy establishment at 834 East Rand Road Unit 12 (the subject property). Massage therapy businesses require a new conditional use approval when there is a change of location or a change of ownership. The subject property is zoned B-4 Corridor Commercial Planned Unit Development (PUD). The proposed business meets the standards for a conditional use and staff is supportive of the request. 2025 Aerial Image 2025 Village of Mount Prospect Zoning Map Centennial Dr EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: R-1 Single Family Residential PROPERTY B-4 Corridor Multi -tenant commercial East: R-4 Multi Family Residential PUD 938 SF (Tenant) Commercial PUD condominiums South: B-3 Community Shopping District West: B-4 Corridor Commercial PUD APPROVE WITH STAFF RECOMMENDATION APPROVE CONDITIONS DENY HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-18-25 834 E Rand Rd (CU-Massage Therapy).docx Page 34 of 1060 BACKGROUND / PROPERTY HISTORY The subject property is a multi -tenant office condominium building with a mixture of professional office uses. Unit 12 was purchased in 2022 by Mongolian Massage Therapy Spa Inc. The owners obtained conditional use approval to operate a massage therapy business via Ordinance 6663. The current owners are selling the subject property and business to a new person. Massage therapy businesses require new conditional use approval when there is change of location or change of ownership. PROPOSAL The petitioner, Ganzorig Ulziitogtokh, is purchasing the subject property and the business from the current owners, Tsengelmaa Navaandorj and Altantsetseg Choijiljay. The business legal entity and DBA, Mongolian Massage Therapy Spa Inc, will remain the same, with Mr. Ulziitogtokh replacing Ms. Navaandorj and Ms. Choijiljav as the sole officer of the corporation. The business occupies 938 square feet and no changes are proposed for the interior or exterior of the building. Proposed hours of operation are 10AM to 10PM daily, with services provided by appointment only. The business will have three licensed massage therapists (the current owners and the petitioner), with the intent to hire additional licensed staff in the future. Services include Mongolian massage, deep tissue massage, and Swedish massage, with hot stone and herbal compress options. The subject property is zoned B-4 Corridor Commercial Planned Unit Development (PUD). The subject property is a collection of office condominiums with adequate parking. The proposed business is by appointment only and the petitioner expects to have up to ten people on the premises at anytime. The petitioner noted in his application that the parking lot has three parking spots reserved for Unit 12. The petitioner submitted a business license application and a massage therapy addendum according to the requirements of Village Code Chapter 11, Article 7 for Massage Establishments. STANDARDS AND FINDINGS The Planning and Zoning Commission shall review the standards and findings of fact outlined in Exhibit A and 1) accept them without changes, 2) accept them with changes, or 3) reject the findings. The Planning and Zoning Commission shall use the findings of fact to guide their recommendation to the Village Board. Staff finds that the proposed conditional use meets the applicable standards contained in the Mount Prospect Zoning Ordinance. Staff requests that the Planning and Zoning Commission make motion to adopt staff's findings as the findings of the Planning and Zoning Commission and recommend approval of the following motion: 1. "A conditional use to operate a massage therapy establishment at 834 East Rand Road Unit 12, subject to the following conditions: a. Any massage therapist employed at the business establishment shall hold a valid massage therapist license with the State of Illinois; b. Compliance withal[ applicable development, fire, building, and other Village Codes and regulations; and HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-18-25 834 E Rand Rd (CU-Massage Therapy).docx 2 Page 35 of 1060 c. Anew conditional use approval shall be required for: i. A change of ownership involving 50% or more of the officers or partners; ii. A change in legal entity; or iii. A change in location." The Village Board's decision is final for this case. ATTACHMENTS: ADMINISTRATIVE CONTENT PLANS OTHER upplemental Information, (Zoning Request Application, Responses o (Plat of Survey, Site Plan, etc.) DP blic Comments Received, Standards, etc...) etc...) 1 concur: Jason C Shallcross, AICP, CEcD Director of Community Development HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-18-25 834 E Rand Rd (CU-Massage Therapy).docx 3 Page 36 of 1060 Exhibit A Standards and Findings of Fact CONDITIONAL USE STANDARDS Section 14.203.F.8 of the Village of Mount Prospect Zoning Ordinance provides that a Conditional Use shall conform to the following requirements: 1. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare; 2. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located; 3. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; 4. That adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided; 5. That adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; 6. That the proposed conditional use is not contrary to the objectives of the current comprehensive plan for the village; and 7. That the conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located, except as such regulations may, in each instance, be modified pursuant to the recommendations of the planning and zoning commission. Petitioner's Find in s: The petitioner states in their application that the business is operated in a professional manner and will not affect neighboring properties nor impede development. The petitioner notes that the building is not changing and their request will not impact public utilities, access roads, or drainage. The petitioner states that they will follow any guidance to minimize traffic congestion. The petitioner asserts that the business will not conflict with the Comprehensive Plan. The petitioner affirms that they will operate the business respectfully and conform to all applicable regulations. Staff's Findings: Staff has reviewed the petitioner's request for a conditional use to operate a massage establishment and finds that the standards have been met. The Police Department confirmed that the petitioner has met the standards to obtain a massage establishment business license. Staff finds that the proposal will not endanger public health, safety, morals, comfort, or general welfare. The business has operated in Mount Prospect for almost three years without incident, and no substantial changes are proposed except for a change of ownership. No changes are proposed for the interior or exterior that would impede improvement of the surrounding properties or cause traffic congestion in the public streets. The subject property is designated "Corridor Commercial" in the future land use plan and the proposed personal services use is complimentary to the adjacent commercial condominiums containing professional offices. HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-18-25 834 E Rand Rd (CU-Massage Therapy).docx 4 Page 37 of 1060 'v"N"mm! ilk V`Hjiag�eof" Molunt Prospect 14 CommuNtly, Development Department 5,0 S. Emeirson Sitmet Mount Prospect. 11finoils 60056 88-5328 Phone', 1. 84 711) 1 11, Zoning Request Ap pill i eat"i oin - - ---------- ..... official Use Only (To be, completed by V111111ags SYWM,� .. . ..... . .... . . ..... ....... . . ...... . .. . . ....... T 71 or Heaflng Date* Case Number: P&Z low Datile of Submission: . . . . ......... — 1. Subject Proplerty . . . ........... . . . ............................... �Mf mmm nu ?`2 Addriess(es)", 0 Zoning DIMrict (s). L1;A Property Area,(Sq.Ft. andii/ ir Acreage), all, -C) 12.0 Parcel, Index Numbler(s), (PIN(s) 11@11 Z1011n]"InSI Rieliquissit(s) (Check all that apply) 2o tk� Conditional Use: For . . . . . ........ . ... ...... . Variaifion(s):' To [:] To Zoning Map,,Amwidment. IRezone Frio . ..... . ..... E) Zoning Te.:d Amenidmi ent: Sectilon(s), Olither", . . . . ........ Appli'licant (ail cormspiondence wil! be swit to� the apiplicant) ......... . . ........... 0] oil I Page 38 of 1060 V i Ra ge of, M o u nt P ro S, pe ct Community ��D evehlop ��m lie, nt Department 1150, S. Emerson Street MwnA Prospect, Ittiriwis 610,1056i Pilhone: 818-5328 Property owner �N all rT1, le Ulemoria . ... . ...... .. . .... Addire sis" City, State, ZIP Codev. Mount, pro's p 0056 Illinois 61, Colorpoiratiolin: LLC Pbione: Ernaiit: ......... . .......... in g In clonsideiraition i the inforlmail itcoil n�ta, *1 ne d ini this petilitillon as welt. as att Supplort docurinIen,tatllonit IS requesited that approval be,, given, to 111his, request., The!! apipLiciant Is the owner or, 11, The petitiloner, and the owner ofthe proplerty a, Iulit h oil rilizieAc! repiresentlati'vie of ' the owner ofthell properity gram employees of the Village olf ail olunt Prospect and the'r" ageilnt's plier'IrinI'tio, enter, on thile proper"Itly during r1leasonable hours folir v1suat inspectionI olifthe ei subject p roll pert"lly 'tted as.sio. I herebly af irmthat aittlinformation prolivideld herein, and "'n att materiiats, �SUDMI M ctatlon f i iis i iitici are tue rand accurate to 'the besit ofmy knowtedge! with�� th Apptlicianti,* (Sligirizture) kk� ir �'amie lif a�ppticant is nolt property- ownel h� M/1 6 . . ..................... Date 11 hereby diesignate thie appiticant� to, act as my agent foir the pur i posle of seellikinig th��e zoining requesilt(s' ppidt'i diesicribeld In thislia catilon and the associated s,uppioirting matier aA. . .. . . ......... - ID ate . . Property Owner.. (Signature) (Print or Tlypile Name) Page 39 of 1060 ViUage of' I" "a ot Prospect Ill mom" ........... COMMUnity, Development Dille pa rt,me nit Is 50 S. Emerson Street Milodunt Prospect, Illinois 6005,16 Phane*. (811,47) 81811-53,28 Affidsvit of" 0°' i s h' ................ ............ ........... GOUN'TY OF COOK STATE OF ILL INOIS 01 a t h sit a tie! t h,a �t, I a m u n dl e r o . .... . ...... (pr tam, n [:] the solle owner of the proliple,rtly Kvian, lowner of the piroperty El a n a u t h oil ri z eh d off i c e r f oil r t h ell ow n le r o f` t h ell p, rlo p le r'] c o im m lo n Illy d ell s c rib e d (P ro pi le rty a d id r le s s a n d P I N) .......... ........... oe (9 vs ownied b1Y and t h a tsuich proplertyll N-z-aak , 11 1 =in o a IS of t h hs id a t ell (p r IIII a m e) ZHZM I I I 41� m el t h s,,W . . . . ............................ day of . . ....... . N oita ry P u b[i c Siginature! Page 40 of 1060 ffi~� rl�i 1,"�IAIL C�O�P UNO,Ft-�,u J 2", 1 j,Wl Bed;a Danilliels "7, JO: I Da mle Is, LLC 4 o 29 s. eoiniard Avenw, i5 111J, Qll$ 605Z: La Grange,, M 1% T" 641 TOI A Ulemorlia LLC W Eallst R and Rc2di Wte 1,2 Mount Pralsviect, mm 11 1 IS A all id htellrest In t,h�e foVow iM, described real lestiallitel Siltualit'r."1411 'I'll County of Cook, all R, bit,, Wel ap State Of 11:411niolis, to wit", Sem Attached Legal Dieu, rlp0w,, ExhlikAft A ' N, AS., 834, East �Ra�nd R, t ftisped, 6WIS11611 CO�MMOKY KNOW Ndlo �Wftie U, moun IL pl, N4 0,3-3$-30"3040�112, *OWTAl HOMESTEAD,: PROPERTY" SUBJECT TO,., Genieral Ir,eal estate, taxes fbr, 2OZ4 4and subsequ"it years,,,, coviemants, ciordit loins r�pby relealse and walve Wid, restnictl"',ons ofrmird-, and bolldfn llnft arid� glasernenU,, $ellers he,: S Of 11111inNisli all, right5 under and by virtue of tbe Homestead Ex mpitioril Law,cif the ' tale Page 41 of 1060 T'sangelmaa Navaandivi STAT E Of COUN" OF hot, w *J'I'lJav 1,01 Nibk let abd i uIlld C�Yjjqvio' llm� t�h�IeI State afiDirelso4iiiii, DO HERIBY CE.,,TlF'Y Ow�t k Tim"Wkimm Navamindwj PaTiSill r 'w*;*Y I r1loi,%m to, me to bie Oe san,ie meson why n,aiime Is lubsicdbled tic, the foiregoing, inOrtomint aidppe �re N me this idl" in, persons, and admoviidedged th* llsihicI sisnied, sivsW i �deillvwed theiald instrument as heir fi�ee and v0untsty 9C. �,,Nx #* uff*s;md purWises, the'reln set folft,. M�lcks'l 2025., &min unlider, my, hand anid iial quit this, ji day iilt &*NW diii N, oury, Pultil), t It. thie unders4twidiiiii, a Notary plubirc In,, and Ocir Qlcl Cturstvir IIA tIhe State akwemia, VO wiFREBY CEITUFY" thlat kniv*n % me to,, be tht ame petl4o whiosie no"* Is litt) the loef%ok* Al d*11-vemid Ow befory irme th[i d"'aly in ;mMon, wW wkniow$ed,#W that l* Arl0dr -Wake rem saW instrument as, hiss, f and vidluntarywit'.1farthe umandNWelsOw G04,111in uMv my ha�M ak! 00,11"ClAll'se"al. thl's, &V IJA A lopip pu 40ol Not b, c X r Air L Page 42 of 1060 'UN�OF clup, Legal Descripil'bon "PARCEL 1: IIUNrTl 1211 TOGETHER WITH IT$ UNDIVIDED IK-RCENTAGIE 11INTEREST IIIINHE COMMON ELEMM'Si II II THUNDERBIOFFIC5,, MO COMMERCIAL C, NDOMINMILNG, NWBER 3AS OEUNA80ADEFINED 'WEST 114 OF IN THE DECV�RATION FILED AS IDOCUMEW NO. LR33.764"36,1 AS AMENDED, IIN THE SOUTH' I OQVI COUNTY, SECTION 315, TOWNSHIP 4211, NOR117H. RMlGE 1111, EAST OF'TH��E,'THIR,DPRI�Nl�,,PA�,L MERIOM, fN C ILI,.III *16- PARCEL, 2- EASEMENTS APPURTENANT TO AN, D MR, THE BE'NEF"I*rl OF'PARIC'Ei I AS, SET", FORTHANO, DEFINED IN THE DECLARAT" OF EASEMENTS FILED AS DOCUMEt4T INO. LR31378,00 FOR, INGREM AND EGRESS,,, ALL IN COOXCOUNTY, ILLINOIS. Page 43 of 1060 TOTAL PAYMENT DUE Y%0"U R TAX I N G; D I ST R 10TS . . . . ....... - --------------- UL �ES G" Q $11253.62, MORE" thall 202:12 "Toteli 20231 Tax Bill: $165,51910.41i: Taxing Ols, Hat 202311 Tai:x "Mill ........... - 0 2 � 2 2 Tax 11 Dillff&ranice Mount Prollgpie.d publit: Scliool: District 57 $121,5011911,47 $12,389.46 V 2110I'O'l More! Tnsh ow'lpl: HS 011istrilic1 l 2 ! 4 (Arl Ifill9ton Hts), , . 11 5 1714 S10 �9 $ 716 29,,14 Sl 1,111 8: Vil'illape of Mount Prosplect $631,301 $1652.811 -S2'1 "al Less M�t Rrorqsped Par,k D11;JITIct $379,,07 S22,02 m*re �mouni Prolspect 1-111brary Funid�: $35&90 ",43.04. S�ll 51,86 Motel: Harpe�r Gollilege; Commi Coillegle 5,12 Plal"at'lne "$2 9115. 27 $11,14 Moral: Mletrol: Water RecliamalllonI of Ghicago S2146.66 $2,591-1$ -$,12,52 Lies,is Cou Inty lot, Colllol,K 11 12-1 1 , II 1" 1.185 -$ 5101h29 Less IIII$99,38 CoullitY RUblOCSlafety $7 3. 46 $25�19112 'OlPe Cook County Health: FaCilifilleS, $15.5-105 $ 1115113, 106 $1.6.911 more Cook Cou:nty ForleSt Preserve DISIrIct $ 53� G2 $ 56�., 13 42.51! 11 Less I Town: 01W9 $ 26,4,9� $24:95 Sill: m 50 Moro Consolifildateld 5"llections, $22 88 $01.01"0 $22.813 Moirall, Town Whieelllnig Road Fu:Ttld $8.58 S 8 - 312 S0.261 More Ni:(,)Flliw, I Mosqj Abatelmeni, Dist Wbelc,,�fl:niq ST, 15 $16�24 $10.91 More Gieneral Assistartce Whieveling $51)10 $4,85 $01.15 mialre; ..... . ........... 0110 NOT PAY THESE TOTALS $6,691110,41 S,2513.6,2! millolfell! Thle abov,le breakdowill, displayS hilow much you pixyl in, taxiflig d1l's, ric"J and the, chanigle, from: las� year. Please see� reverse sj&� for a dietallied bileakdowl Oy Taxing District. . . . ........ ....... 7 .......... . ........... I M PIORTIANT MESSAG E TAXICALOULATO■ .......... ............ . .......... i RI y ;fir MAILING ADDRIESS .)ROPERTY LOCA 01 MONGOLIAN MASSAGE "THER 834 E RAND RD 8341 E R,AN 0: R D STE 12 MOUNT PROSPECT It 601D56. 2,501, MT PROS P EII II 'L 6,010562569 Page 44 of 1060 Kill 1600��i 1 5D Eli Cook Counity Payment Coupon Pursuant to Cook County Ordilinanowa 07-0.681, if You are a mortgogillah ionder, loan servicer5, ot agent, of any onfity, with'n the 11,10adelblio, tax bilill unless ylollu pay the $611 dulplic A bill feelp, Moanlng IIII0110ilO-1 211, you may not" piny usling a dow CUT INCLUCIE , WITH PA)MENT lllllllllllllllllllj *NNW Mml �40 4Plllllllllll1 'M"l MIFE11 low" 4ji", mom MMOM *NNW Ol Wl AMW Property lindex Niumbehir, (PIN) Volume MMEMI 11 $0.00, Cook Oc,unity Anvlunt Paid �M MMMMM" BY 07101,V2025, ff paying, Inte-I f, 91,gr to,, amoulints abovel, i6, SM 002102,30,200 RT1N 6101,0001076 AN (see. P1 N) TC 011101911 limemall use lutilY I 01, 2 02 3 0 2 0 0 114 0 3 3 5 3 0 0 0 3 0 1, 0 12 6 0 D 8 9 1121 0 0 01, 0 0 0 0 G 0 O 0 O 0 GO 0 0 0 0 a 10 G 0 0 010 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 01 This Is an Officlail wnloadbblie'TAX Bill Playmen't Couplion. COOK COURTY TREASURER Plea Iprolicess this 'Cloulpollin alonigg WIJlthl paymvent, pros ilented. PO �BOX 805438 CHICAGIO, IL 60680-4116 n "A "A mn n ; n il., n 1�.;3 i 1/P -q' IF/ n n n �r an nil w �� /;. ge 45 of 1060 IE BILL OFSA(August 1, 210,25 Sit t1lier, Altantsetse '111 d'1 c,,mg 11 aa, Navaandl ' ` it-on,sidera'on I III Cho.jiand s, " m oill, 1A 1. ft ne Hundred "T"housand, Dollars ($1'110101,�()001.00), mcel'plt w,-h.ereof 1"s herebly acknowledged, ,does herlby sicff, aslsigm,, tran� .r, and sct over toll Bull, Ganzon''llig "U'lZogtok1h, thfe follic.)wiing I it+ des-cin'bled plersonal, pirop lr�Y'5, t() W . IV AU issuled shaxes of every kind, represen,6q,,,, 101"" ` al,], g 1 10 oil of a isls$tied and nd. ii g arcs f.Miongolhan Massia-A, The'rap ge yl S'pa, It"I"C', atll, ith its, bus-itiless, and offivices at, 161834, E Rand Rd,, S,ulte 12,,' Mt. Prospect, 1L. 6011051161. Silit d(,,,), and, warrant,tio Buyer that SeEct is the, abisiollute, owners of said, property, that salid, proplerty is frill allid. c1tar of all I ietis, charges, and, encluin.brances, al -lid, I that Seller has tht full o sell t, s,aj',d persanal, proplettv and o tmalke tight, pIower And authit.-) rity this bli'll of sale. Seller qgriee$ tt,:), filiirfl�t ',,r cz*X�ute doctiments to tml� t said propettlY "to Buyer. A11111.11,111.,wA RRANTIES, OF' I FITNESS, AND, MERCHAN,1`011 I ABILITY ARE HEREBY EXCLUDED. IN wrr'NESS, WHEREOFl Seller has sigueld and tUs- bliu of Sale this day, ( June 2,10251. A 11 Altantsetsileg Choiji1jav, ST A `E 0FT1,J.JN101Sl s: COUNTY OF COOK ................. .. .. .......... I seng'el, maa N a, ralan I thetmidietsigped, ra Nair "I'llubtl I and f6,r said Cou,.ntyr, iii th,L',I� afore -said, D1,10, fiffilt"E'J' C"'' RTIFY t1lat Alitantsetsic kj I ,dE Ig Cho' av and 'Ts eng,elmaa Navalandorii ' e plet,510inially known 'to me do be die s-ame, plierscms- u7buise narne alre, slub, s.-cribed t(,) iffif6rego-U19 apple"AT'led bleftirle ic t1ii'll'S dayl i m in plers0n,, and ack-nomd,ledgeld, ffilleit, they siVed, sleal, anA del ivei led t1it ,c,;aid ins, trument as: fu'll at.,idlvoll manta act, for I usesi, and purposes thm u therelin set. f6rth, .11 GTVEN unider my h�and.atid officl'al seal, fllis day olf AuD,ist 2110125. Notary Public Page 46 of 1060 Aug21025 INDEMNITYAG, RE, EMIENT-- . . ..... - 77777 e n Sell r .ein-d Bilu yel In, "11 . ... . .. . 11S AGREE.14NNIENT l made and ctitered intol b1c,,tw A Uassa ,c 111-khcapy, ON Connection with the sale of shates,of thile comPlany nown as-lonp , g n of S I l. Ir "E. Rand Rd,.,, Stite. 12�, Mt. Prospect, IL 60056. pulrsuai,,ittol the provisio ".5, pla, in,c, at, 834, the contract dated even date, hctcwlth�l and Rideirattacbed, therleto, 'If any. 0 u t 10-ril value receiv,led, and othict g a, d vall able clon''S, del lol( id NOW, I OR''IF, the plariaes hetctc,) tnutually, a g_., ree as ft::A I,ONVS�: ft any and al,l, atnou.11ts o1wed, I. Seller hereby agre-cots, to, U.1den'Inlify thile'Buyer, ,liom 1plyent,hletiSeller toll t ,,s, Dctp will'une'n't of'Reveinue,, under respew, �,Cstitva,te, , 'at'lln(Ilt, dll, "ti"enlser S he 11floieoclo acsn eo snsitae t 2q,11d inployment Sic�curttl Under rcsp, L ONVIC*d to, III is Department of E Y enut,-,, Cx>de of 1985,, as, amended, (he'reinalifterl lntcrnal Revenue, Servi c, under fi� A Rev couc�ctfvely Gove rn.,,m e n tal, Agency f,),% 'ed by SeUer 'to t1ile . agrees that 'Seller sli-A. poty sucl,,,i at, ot int v 2S, 1, le f-til (10) days froirri c Sc' 'I Agean ot,'h,er 1-Als incurred bly, d at�id an rnin 1 sucl, ce ft G�oNr,lern,m,en't,aI,AgL,,tic,,)�" orfiotn, c,eivm*g vii.,,on . . .. . the &tte (,,)f re wildi, parialigtiaph, 2, thill the 311. In tlic, evelit, Seller flads to pawy, It'l �alic,cordanice within, n Y, p B ii y, e r ma iay tbea, licunt, due and flue Buyermust be, reu-nhursedblyl tlie Seller IUIM to ell t1tutel, arty legal Oac , f )rcc tbe days from, the date olf paynielit. If the BLtycr sholluld �nsl- for a E i its, Ontract then the Sellet shall. ble hl ble pr"OV11S1,C)n,(-) lolf' th" Agrectawnt Ot C darna,ges',and am)ttlley fees iii,curr,('Id- by t he Bluy ims, agamst yerl for auly cla' the bitj, 4. Sel lier -,igrees, to t,,iideturufy and hold, harm.1less, III "U"'), f to the thile Mongol tan Mqcsslage 'herably Spia, Inc., aulis' g pid t,ranslfer 11C)f shares lo Buye ,-r. A, n � act,1011 $19 e le ined dus, Agreement Ns tra" 'S IN I. Eli, S WHEREOF tb partil s to jls tb,,,',,,, day of July 2025. Sliellieri: Altantsetsicig C11101, 11,jav ........ - — - --------- g e w= mmy Page 47 of 1060 FORA BCA 141. 13 q INTERIM REPORT OF CHANGES Busjrt iess, Corporaboin Act Secrell inif Silaw-s r ell it off Business Sleryice s 5(j "I "s, 1373,alcovid St,,,,, Rr7n�, 350 S 1 pruilig-fielid, 11L 6275161 217-782-7808 i I so s - go v Ra�errii�,4,rllit must beii-nadq by check ��ot money orl playabille to Selicret',ary of" Sit'a File #., mmmmm Ilk A pipiroved Filing F(­,'�,e S,50 Year" rdto fi,, NE. ThIlis doicumelint, does,, noli OTt replace, the Annual Repoliti'I Iis equirelle each t hi corpillorat"on Imil year prior to, the first day of, the annlversarly monithpi If the corploriatilion, needs t,o if fle the ,Ann�ual Report, this may ble dione Ioinline at: ISO$., 119ov/depla ritimia ntslbusli nessservicesita �n n tia 1—reportils1corpl—I nstructiol ns.html ....... . ... _,__ ... . . . . . . ....... . . . PA,ongollan Masssage Thiera Spa, In( po,rate Name� �egJstpred vKh, R-egisfered Office. '694 "r, L uoiuinty,� Cook ity, 1,, Lill D P Pr-0, S, Pri,,ncipia] address of corporation: 8,34 E Rianild �Roald Sle 12 Mount Piros I �L� 60110 56 . ....... . . street 8�wtle ZIP 13", dal Incor"ploiralled/0 jaliffied, April 03 0111 2 1 0111115 Month Dil 4- Pllani,els, ud aiddtlessies of officers Ilarliddlirectiong-11: la NOTE: Thile, naines and aiddresses of ALL olifficers, and d irecto,ris must bie,, enteireld 'in, this de oril on an iddlitionall sheet., 5. � f 51 1 % or mi,orle oil slock is lowned by a rininority or fei­nale, please icheck,time Iappropiriiate box: ,D Minority Owned D Female, Own�ied Thelfollbwliing slectilicin mIu�st bile completed by 1(2) two col rlionria,te oilliffampirs, thLe Icurrent officer on recoirld and thienewly, aplpljolinte,d� 110ifflicer., *Rieiase noteIcurr'llail ioifficer must, bleoin record with this office pirlorl to, this Form being acicepited for review. 4 16, Under thle penalty of perj,ury and i an alut,hartzed officer, iideciarie inat this Interim Report of Changes, pursuant tol priovisions, of Business Gore nor Arnt has been examfti�ed by ritie hand is, to the best of iimIknowledge and Ibleliiaf,, i carreict and complete. Dated June 30th 20, 25 June 30th, 2110 25,11 Dialed . . ..... . ............ Amiested by". Verified by, �M'Iule ,SJ, rialive, ap ol nevvly piainteed Jlce�nr MCI Printed r-iamle anid Ifle ol offilicer' Tsenigelmaa Niavlaandoir (current piresti Pirir,ttexl lni�,mile and! toie iful: lufficer A ciopy of t,,he bovd IIV or simi"lal di ppoint ed mus� accompany this foirm* Printed bly authoiritV of the State!! of" 11firois, ITV unjorl 1eMplolveles, 1 20,2,11,4 — I — C 357,3 Page 48 of 1060 D��/D�ZU2S ting thlS o tindicate my intent W purchase Mongolian Massage Therapy Spa, lociated at 11 am wri I Isciussion abloutil 1834 E, Rand �Rd, Mount Prosp,ect, ��IL 60,111056. The, previous owner and I had a d I s, and came to the on o conclusi,if me,, purchasing It, as a wholle. the future of the busines 1 iness a it "w-a,s before.The only difference Ish'the I am planning to keep,, the operation of bus,` s, hfow iniellsils, o owner change,d and the previlous. owner's wo,rk as Ma,ss@-ge therapists under, my bus" nce we are finished with the procesisof purchiasing. Thank youfor your time., Best Rilegard, Ganziollrig U�izil'Itogtoki Page 49 of 1060 834 eh rand road unit 12 Mountil Prospect IL, 6-0077' Mongolian �Massage. Therapy Spa, condtional use. III A I 0" 00 in Improvement 5. 'Wewlillfollowilan��y,g�u'ld�ancetom'lni'�'m'l��'zi,et�rafificconjunct�ion��'Inip�ub'licst'reets,,. 61.- Our conditional use will nolt. conflilicting w thell objectives of the current Comprehensiveh P I a n foil r" t h le Vi I I a�ge. conditionall, use shall operate business, respectfully with aill other blusineiss and conform the applicable rep lat"I oil ni, be modified pursuant, to thell recommendaition, of the Planningand Zoning Commiss-tion., Page 50 of 1060 CERTIFIED SURVEY CO# I PLAT 017 sURVEY 5740 K (:j.!6j0Nl AVU-INUL (AllchGol I(,I,jpjujrj (101`06 11WAL 175-1/615 4 jl� jjjj,AI� IQ 11111110 I'll 1111, 1111,1111oll llll,� 0 11111114 11D 11ko11,1lI1�IIII 11ORIZOUTAL PLANES ShOwu HEREON ARE MEASUkl,� Ou 1ME TOP OF FINISmEO FLOOR AnD TO THE BOITOM OF FINISHED CEILING. VERTICAL PLA14ES S�ioWtv HEREON' ARE MEASUREV 70 THE 114TERIOR FACE OF WALL ON EXTERIOR WALLS AND To THE INTERIOR FACE OF WALL ON INTERIOR WALLS. ELEVATIO145 SHOWN HEREON ARE IN RELATION TO' RAILROAD SPIKE IN SOUTH FACE OF POWER POLE AT THE UORTHWEST CORNER OF WESTGATE ROAD AND CARDINAL LANE. ELEVATION = +656,30 UPPER ELEVATION = +65-972 ON THIS PAGE ONLY. LOWER ELEVATION z +,6.i143 ON THIS PAGE ONLY. STTE OF ILLINOIS) A )Ss COUNTY OF COOK JI, PAUL A R1151'51"ERED LAND, SORVEYOR ISM TILT I A ;tVA'YtO Tol A00'01, OiiesCAISEO 1.01440# Ar,i'0 $;PACZ ANO ThAl IT CORR"'"'f S'M"O'fS OF Tot OIJILOWNa, TO Imi; RAOPEAT'l 4"'. 0�0 N Of TtfE 'LASD Jn,0IlCAIltIO t1tR0 T04AT Pit !0I D ThAt ERE or, $,A,f�o 8ijftI,,0JNG AkE 101%1,146 AN TM -htAOAC)*ttN'TS Of $41D AOIJ0041"I 14,0 E v,- 4� ORSTAUtTURES 0,410 010 LAfii) CIA OVERLAP 01; OR 51RUCTU"'S FRO'"' S0*10 �'-I !0AIL ul ) ot"DISIONS, $"OWN tjflltf,0N, AKE IIN 1 L1111 PARTS Vile teop'. DATICID Tt04 ke r, v p A. lID 4 $1 84 Page 51 of 1060 IF 7: 41 6 p VV4 r 04,4 r ;B g 3 ;;,r 10 + A 21. Aim, OwN p �W 0, low AN, .1w, iff A F* 'a jw 141 1* " 171� -11 A C J01 4:�-4 oil r., In 4A V, NO -A awu v, kl* '0 W, 10 . W Z 711 Yr A .............. Q +1 ... ..... ... N. itoW 0 R0 #Wrf 110 & *# V40 F r C Ir rc-m arcs a"'In 91, All 110 FV, j tea: wrm0 4c 'vk qk 30, Vp qT OR, as rr A" r% 6 1 NA r km ipI CP C, a Z 41 Popp, z ON 0 Al 1w, C, w m n b- T,7 :7 I, r 0 t t"01 gym. ..... A )IN -4 — -0 M A. 01 a.a rc imp Ma °a r r cz Illy, I op -4 4 C) r C) m LM r u -TI m 0 C: IIA ;u 0 C% m m < PI 0 Lp 0 Page 52 of 1060 Mongolian Massage Therapy Spa business operation 1. Hours of operation is 10 AM to 10 PM Monday through Sunday 2. Works by appointment only 3. Company's current location is 834 E Rand Rd, Mount Prospect, IL 60056 4. We have been operating successfully since 2023. We have great reviews on platforms like Google, Yelp, and Groupon from our clients. We provide Mongolian style massage, single massage, deep tissue, and Swedish massage using hot stone and herbal compressor. 5. We will have a maximum of 5 clients and 5 therapists at one. We will hire professional therapists once business gets proper documents and ongoing business. 6. Although we purchased this business from the previous owners, they will still continue to be massage therapists at our massage spa. Page 53 of 1060 -rs m m in m m m 0 0 Oro 0 > > > > W00092 0000an 'n -n n -n 0 C r- 0 w p I'M '" m 0 off z g 3 0 0 0 m o In In a ?, :,n 0 -n 711 Ti 1111 rn C C) 0 n �y X3 0 0 I= j ru c X T [I r rn qr rn o t Ali T m, X < (11 J1 (A C0 (a X X1 3! > I — R. 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Algonquin Road, 1200 Dempster St / Final Plat of Subdivision and CU: Major PUD Amendment / Village Board Final Meeting October 23, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION Fiscal Impact (Y/N) N Dollar Amount Budget Source Category NEW BUSINESS Type Action Item Information TUR Ventures, LLC (""Petitioner""), received conditional use approval for a final planned unit development and final plat of subdivision approval on June 21, 2022 (Ord. 6634) to construct three data centers and a new electrical substation in conjunction with Commonwealth Edison ("ComEd"). The Petitioner now proposes an amendment to the approved planned unit development and is seeking a final plat of subdivision and conditional use approval for a final planned unit development as a major change for the construction of a two -building data center campus, second electrical substation, mechanical yard, satellite antenna yard, and related site modifications at 1200 East Algonquin Road and 1200 Dempster Street ("Subject Property"). The proposal requires Village Board approval for final plat and conditional use approval for the final planned unit development as a major change. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the requests. Discussion Background: The Subject Property, formerly the United Airlines world headquarters, was annexed into the Village in 2017. Portions of United Airlines operations moved to downtown Chicago in 2007. United Airlines relocated all headquarter operations to the Willis Tower in 2012. The campus in Mount Prospect shifted to Information Technology and limited training operations following the relocation. United Airlines constructed a 172,000 square foot data center west of the Subject Property in 2013; that facility is not part of the planned unit development (PUD), the subject of the requests. The Village approved a final PUD and a final plat of subdivision at the Subject Property for the development of three data center buildings (each totaling 566,767 gross square feet), an electrical substation (Substation # 1), and related site improvements in 2021 and 2022. Demolition of the former United Airlines campus has since been completed. Sediment basins west of Linneman Road and site improvements for the electrical substation have been constructed, and Substation # 1 is nearing completion. Per the Petitioner, the data center industry has experienced significant changes since the approval of the final PUD. Legislative changes that impact data center operations and the rapid Page 60 of 1060 acceleration of artificial intelligence increased demand for data infrastructure. The Petitioner is requesting approval of an amendment to the original PUD ordinance to make modifications that address these evolving industry needs. Proposal: The Petitioner proposes to modify the original PUD to construct a two -building data center campus, second electrical substation ("Substation #2"), mechanical yard, satellite antenna yard, and related site improvements. The amended plans consolidate two of the previously approved data center buildings into a single, larger building separated by a party wall ("ORD1,") and propose to construct a second, smaller data center building (""ORD2"). Both buildings are increased to three -stories in height, as compared to the two-story buildings that were previously approved. The Petitioner has entered into an easement agreement with ComEd for Substation # 1 and will enter into a similar agreement for Substation #2, under which ComEd would construct and operate the substations. The data centers and Substation #2 would occupy the former United Airlines campus (1200 E. Algonquin Road or the "Data Center Parcel"), while Substation # 1 is located across Linneman Road at 1200 Dempster Street. The Data Center Parcel consists of approximately 43.31 acres of land, and is bound by Algonquin Road to the south, Linneman Road to the east, and Dempster Street to the north. The Substation # 1 Parcel is approximately 6.14 acres in size and is located at the southeast corner of Dempster Street and Linneman Road. The staff report contains detailed discussions on the site plan layout, parking, building elevations, mechanical equipment, accessory structures, the satellite antenna yard, Substation #2, landscaping, traffic, lighting, signage, and phasing. The report also contains a summary of the economic impacts of the development, including municipal utility tax revenue, higher property tax contributions, new employment opportunities, and parks improvements donations. A discussion of the noise, emissions, and water usage is provided. The key takeaways are highlighted below: Cloud HQ's proposed 2025 amendment represents a major evolution from the original 2022 plan. Instead of three smaller buildings, the revised design consolidates into two larger three- story facilities—ORD1 (~1.3 million SF) and ORD2 (~872,000 SF) —totaling roughly 2.17 million SF, a 470,000 SF increase from the 2022 plan. The plan raises building heights (up to 138 feet), expands lot coverage (82% versus 68%), and reduces open space (18% versus 25%), while introducing a second substation and upgraded cooling systems capable of supporting a total electrical demand of 345 MW. The amended project is expected to achieve major sustainability gains, including an 84% reduction in projected water use and a 50% reduction in projected sewer discharge through closed -loop cooling technology, all within existing Village utility capacity. The amendment strengthens emissions, noise, and stormwater management controls. Cleaner generator technologies and advanced acoustic treatments ensure compliance with environmental and sound standards, new stormwater facilities and more than 300 trees will enhance site aesthetics and ecological performance. Economically, the project will deliver substantial fiscal benefits —projecting to generate over $8.4 million annually ($5.46 million annually from ORD1, $3 million annually from ORD2) in electricity tax revenue and an estimated $104.8 million in TIF revenues over the district's remaining life —along with up to 1,000 construction jobs per building and 225-450 permanent high -skill positions paying an estimated $78, 500 in salary per job. Cloud HQ will also maintain its $2 million contribution toward the Rec Plex splash pad, with payments scheduled between 2026 ("$1.2 million) and 2028 ("$800fOOO) -funding that could be advanced by the Village to align with Mt. Prospect Park District's 2027 project timeline. This donation, along with other public improvements, will be memorialized via a Memorandum of Understanding (MOU), which will be reviewed by the Page 61 of 1060 Board. In the unlikely event the second data center is never constructed, reserve funding source would be the SMP TIF. The amendment streamlines the development into a higher - capacity, more efficient, and more economically impactful project that advances both Village infrastructure and community amenities. Staff Recommendation: Staff has reviewed the Petitioner's requests for a final plat of subdivision and a conditional use to amend the final planned unit development as a major change and is supportive of the requests. The Petitioner has also worked extensively with staff to improve the buildings' architectural elevations by breaking down the mass and scale of the buildings, reducing repetition, and creating sufficient modulation and articulation to further minimize visual impacts on neighboring properties. Staff finds that the Petitioner has demonstrated good faith by developing strategies to mitigate potential impacts associated with the amended plans. Steps have been taken to minimize visual, acoustic, and air quality impacts produced by the data center development. The project will provide sufficient screening via substantial landscaping and screen walls to protect the livability and quality of life for adjacent residential and existing businesses. Additionally, the Petitioner will provide noise mitigation measures and will be required to produce documentation and special testing to verify compliance with all performance standards required by the I-1 Limited Industrial District. The proposal takes advantage of an underutilized site in South Mount Prospect, and is a high -quality industrial development. The project's long-term benefits to the Village are significant and will positively impact residents and existing businesses in South Mount Prospect. The 2025 amendment shifts the project toward fewer but much larger buildings, with enhanced utility and mechanical systems, while embedding significant environmental efficiencies —especially in water and sewer use —and maintaining strong fiscal, employment, and recreational benefits for the Village. The proposed use is compatible to the area and the development meets all long-range planning and policy documents related to the site. Public Comment: As of this writing, staff has received no public comment letters pertaining to the case. Alternatives Approval of the following motion: 1. A final plat of subdivision titled "PLANNED UNIT DEVELOPMENT MOUNT PROSPECT TECHNOLOGY CAMPUS NO. 2", prepared by Gewalt Hamilton Associates, Inc. and dated 10/09/2025, subject to the conditions listed in the staff report. 2. A conditional use to amend the final planned unit development as a major change, pursuant to Section 14.504(E)(1) of the Village Code, to construct a two -building data center campus consisting of a total combined gross floor area of 2,172,000 square feet, including three hundred sixty-five parking spaces, two electrical substations, mechanical yard, satellite antenna yard, and related site improvements, as identified on the Petitioner's plans, subject to the conditions listed in the staff report. 3. Action at the discretion of the Planning and Zoning Commission. Staff Recommendation Approval of the following: 1. A final plat of subdivision titled "PLANNED UNIT DEVELOPMENT MOUNT PROSPECT TECHNOLOGY CAMPUS NO. 2", prepared by Gewalt Hamilton Associates, Inc. and dated 10/09/2025, subject to the conditions listed in the staff report. Page 62 of 1060 2. A conditional use to amend the final planned unit development as a major change, pursuant to Section 14.504(E)(1) of the Village Code, to construct a two -building data center campus consisting of a total combined gross floor area of 2,172,000 square feet, including three hundred sixty-five parking spaces, two electrical substations, mechanical yard, satellite antenna yard, and related site improvements, as identified on the Petitioner's plans, subject to the conditions listed in the staff report. Attachments 1. PZ-21-25 Staff Report 2. PZ-21-25 Administrative Content 3. PZ-21-25 Plans 4. PZ-21-25 Technical Reports 5. PZ-21-25 Final Plats 6. PZ-21-25 Village Review Letter (10.17.2025) Page 63 of 1060 VILLAGE OF MOUNT PROSPECT 50 S. Emerson Street, Mount Prospect, IL 60056 STAFF REPORT FROM THE DEPARTMENT OF Community Development Jason C Shallcross, AICP, CEcD Ann Choi Director of Community Development Development Planner DATE: October 16, 2025 CASE NUMBER APPLICANT/PROPERTY OWNER PZ-21-25 TU R Ventures, LLC PUBLIC HEARING DATE PROPERTY ADDRESS/LOCATION October 23, 2025 1200 E. Algonquin Rd, 1200 Dempster St BRIEF SUMMARY OF REQUEST TUR Ventures, LLC ("Petitioner"), received conditional use approval for a final planned unit development and final plat of subdivision approval on June 21, 2022 (Ord. 6634) to construct three (3) data centers and a new electrical substation in conjunction with Commonwealth Edison ("ComEd"). The Petitioner now proposes an amendment to the approved planned unit development and is seeking a final plat of subdivision and conditional use approval for a final planned unit development as a major change for the construction of a two -building data center campus, a second electrical substation, a mechanical yard, a satellite antenna yard, and related site modifications at 1200 East Algonquin Road and 1200 Dempster Street ("Subject Property"). The proposal requires Village Board approval for final plat and conditional use approval for the final planned unit development as a major change. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the requests. 2024 Aerial Image 2025 Village of Mount Prospect Zoning Map EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: R-X Single Family Residential, R-4 PROPERTY 1-1 Limited Vacated site of the Mount Multi -Family Residential 49.72 acres Industrial Prospect Technology East: 1-1 Limited Industrial Campus and former United South: 1-1 Limited Industrial Airlines headquarters West: 1-1 Limited Industrial, data center STAFF RECOMMENDATION APPROVE CAPPROVE WITH CONDITIONS DENY H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 64 of 1060 BACKGROUND / PROPERTY HISTORY The Subject Property, formerly the United Airlines world headquarters, was annexed into the Village in 2017. United Airlines occupied the campus for several decades until 2007, when portions of its operations moved to downtown Chicago (77 West Wacker Drive). In 2012, United Airlines relocated all headquarter operations to Willis Tower (233 South Wacker Drive). Following this relocation, the campus in Mount Prospect shifted to Information Technology and limited training operations. In 2013, United Airlines constructed a 172,000 square foot data center west of the Subject Property; this facility is not part of the planned unit development (PUD) discussed below. In 2021 and 2022, the Village of Mount Prospect approved a final PUD and a final plat of subdivision at the Subject Property for the development of three (3) 84 MW data center buildings (each totaling 566,767 gross square feet), an electrical substation (Substation #1), and related site improvements. Demolition of the former United Airlines campus has since been completed. Additionally, sediment basins west of Linneman Road and site improvements for the electrical substation have been constructed, and Substation #1 is nearing completion. Per the Petitioner, since the approval of the final PUD, the data center industry has experienced significant changes. Legislative changes that impact data center operations and rapid acceleration of artificial intelligence have increased the demand for data infrastructure. In response, the Petitioner is requesting approval of an amendment to the original PUD ordinance to make modifications that address these evolving industry needs. PROPOSAL The Petitioner proposes to modify the original PUD to construct a two -building data center campus, a second electrical substation ("Substation #2"), mechanical yard, a satellite antenna yard, and related site improvements. The amended plans consolidate two of the previously approved data center buildings into a single, larger building separated by a party wall ("ORD1 ") and propose to construct a second, smaller data center building ("ORD2"). Both buildings are increased to three (3) stories in height, as compared to the two-story buildings that were previously approved. The Petitioner has entered into an easement agreement with ComEd for Substation #1 and will enter into a similar agreement for Substation #2, under which ComEd would construct and operate the substations. The data centers and Substation #2 would occupy the former United Airlines campus (1200 E. Algonquin Road or the "Data Center Parcel"), while Substation #1 is nearing completion at 1200 Dempster Street. The Data Center Parcel consists of approximately 43.31 acres of land, and is bound by Algonquin Road to the south, Linneman Road to the east, and Dempster Street to the north. The Substation #1 Parcel is approximately 6.14 acres in size and is located at the southeast corner of Dempster Street and Linneman Road. Site Plan: The revised site plan proposes a substantial departure from the previously approved PUD, most notably through the introduction of the two new data center buildings that are vastly larger in scale and massing. The two data center buildings are positioned at opposite ends of the Data Center Parcel. ORD1 is located along the length of Algonquin Road on the south side of the Subject Property. ORD1 is designed to allow occupancy by two separate tenants with a "zero lot line" subdivision at the mid -point of ORD1. ORD1 will have a footprint of approximately 445,000 square feet and a gross floor area of approximately 1.3 million square feet, with approximately 240 MW of data center capacity. ORD1 spans more than 1,500 feet in length over a quarter mile that takes up nearly the entire length H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 65 of 1060 of the Algonquin Road frontage and reaches a height of 85 feet, increasing to 109 feet when counting the mechanical penthouse, and up to 121 feet when including the rooftop units. ORD2 is designed to be a single occupancy building and is located at the southwest corner of Dempster Street and Linneman Road. ORD2 is proposed to have a footprint of approximately 296,000 square feet and a gross floor area of approximately 872,000 square feet, with approximately 105 MW of data center capacity. ORD2 reaches a height of 138 feet when including the rooftop units. Additional height is required for ORD2 due to the mechanical equipment's location on the rooftop, whereas ORD1 located the majority of its mechanical equipment in an outdoor yard behind the building. ORD2 will have its own administrative / office space, off-street parking, loading docks, and utility connections. Of the gross floor area, ORD1 proposes 56,725 square feet of office space, and ORD2 proposes 32,500 square feet of office space. Ancillary improvements associated with each building include internal security gates and fencing, underground fuel storage for generators, fuel polishing equipment, other support equipment and structures, and underground utilities, including electric, fiber optic, sanitary sewer, water, and storm drainage collection and conveyance. By comparison, the prior PUD limited the building heights to 52 feet, with parapets and penthouses reaching a maximum of 81 and 79 feet, respectively. The scale of the current proposal results in prominent structures along the Algonquin Road and Dempster Street frontages. Table 1 below provides a comparison of the bulk standards between the proposal and the previously approved PUD. Table 1: Comparison of Bulk Standards 2022 Final PUD Ordinance 2025 Amended Plans Number of Buildings 3(84MWeach) 2(ORD 1:240 MW&ORD2:105 MW) Building Floor Area Each building: 566,767 SF ORD1: 1,300,000 SF (Footprint: 271,017 SF) (Footprint: 445,000 SF) Total: 1,700,301 SF ORD2: 872,000 SF (Footprint: 296,000 SF) Total: 2,172, 000 SF 71 IS, °° I I I' DID 9 Max. Building Height Height of BuiLdin:81' (to parapet) Height of BuiLdin:85' (to parapet) ) (50-1) Equipment Penthouse 79' Equipment Penthouse: 109' Administrative Block: 52' Mechanicals: 121' (ORD1) Mechanicals: 138' (ORD2) Administrative Block (offices): 60' (to parapet) Lot Coverage (75%) 68.1 % Interior Side Yard N/A Z,eiiiiii ���E�� ll (109") Setback (15') 00i11' iiii Transitional Setbacks 15 (pa rki n g lot) ii "17. 819 ""'If 0 iiiilili iiii g lo"t(D e m p ste r St re et) for buildings, parking 71' (ORD3) 82' setback (ORD2) Lots, and structures (40-') Due to the larger building footprints and extensive mechanical and accessory structures required for data centers, the project cannot meet the current building height, lot coverage, and transitional setback requirements applicable to traditional light industrial uses. However, given the increased height of the new buildings, the new buildings are set back 10 feet further (from a 71 feet setback to 82.04 feet) than was originally approved along Dempster Street and more than 20 feet further (from a H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 66 of 1060 64.25-foot setback to 82.44 feet) along Algonquin Road. Located between the two data center buildings, just north of ORD1, is a mechanical yard containing dry coolers, thermal energy storage (TES) tanks and fuel polishing sheds that will be fully screened via a fully opaque acoustically louvered screen wall that serves ORD1; a central, walled surface stormwater basin located north of the mechanical yard; a satellite antenna yard; and Substation #2, Located at the northwest portion of the Subject Property, just west of ORD2, that is served by two separate surface storm water basins. Access to the Data Center Parcel will include two gated emergency only right-in/right-out access on Dempster Street (one existing and one proposed), a new full movement access on Linneman Road, and two new full movement gated emergency accesses on Algonquin Road. All truck traffic and primary vehicular access is proposed on Linneman Road and will be required to use the main entrance on Linneman Road for both ingress and egress. Manned security guard booths and gates will be provided at this entrance. An internal roadway system provides access around the entire perimeter of both data center buildings and serves as a fire lane connecting both sites. Sidewalks and other bicycle/pedestrian improvements that provide pedestrian access around the Subject Property will also be provided. Substation #1 is located on the east side of Linneman Road. After Substation #1 is complete, a switchgear yard will be constructed on the southern portion of the Substation #1 Parcel to feed electric service under Linneman Road to the Data Center Parcel. The switchgear yard will include a non - occupied GIS-control enclosure proposed at a height of 30 feet which requires relief from the height requirement of 20 feet for accessory structures in an industrial district. Parking: The Petitioner proposes a total of 365 parking spaces, including 16 electric vehicle (EV) spaces and 12 accessible ADA spaces. In accordance with the Village's off-street parking requirements, one parking space per 1.5 employees plus one space per company vehicle is required, with office areas calculated separately. ORD1 includes 89,225 square feet of office space, while ORD2 includes 32,500square feet. Atfull buildout,the Petitioner anticipates between 225 and 450 permanent employees, with no company vehicles proposed. Based on this employment range and the total office area, the zoning code requires between 507 and 657 parking spaces. The Petitioner projects that approximately 240 employees will occupy the campus within a 24-hour period, with most (not exceeding 180 employees) working during standard daytime hours. The current plan proposes an additional 20 parking stalls when compared to the 2022 Final PUD approval. Because employee shifts are staggered, staff finds the proposed 365 parking spaces to be adequate to accommodate the anticipated demand. Similarly, the 2022 Final PUD anticipated anywhere between 75 to 150 permanent employees per building or a total of 225-450 permanent employees. Given the employment range, it was estimated that anywhere between 474 and 586 parking stalls would be required by Code. Only up to 75% of the total number of employees were considered as working during daytime hours. At the highest employment projection of 150 employees per building (or 450 employees total), peak daytime operation was projected to require 338 employees or 338 total parking stalls. The 2022 Final PUD provided a total of 345 parking spaces. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 67 of 1060 Table 2: Parking Comparison 2022 Final PUD Ordinance 2025 Amended Plans Office Gross ORD1: 26,600 SF ORD 1: 56,725 SF Floor Area (SF) ORD2: 31,360 SF ORD 2: 32,500 SF ORDI 31,360 SF Total: 89,225 SF Total: 89,320 SF No. of 75-150 per building Total: 225-450 employees Employees Total: 225-450 employees 180 employees (during standard daytime hours) 240 employees (within a 24-hour period) Parking Based on office + number of employees: Based on office + number of employees: Required 474-586 parking stalls 507-657 parking stalls Based on 75% of total number of employees or Based on: 450 * 0.75 = 338 parking stalls Total number of employees during standard daytime hours: 180 stalls Total number of employees within a 24-hour period = 240 parking stalls Parking 345 parking stalls (including accessible stalls) 365 parking stalls (including 16 EV and 12 Provided accessible stalls) Building Elevations: The 2022 Final PUD approved elevations that were composed primarily of flat cement walls accented with climbing vines and exposed roof drains have been improved with the 2025 amended plans. The Petitioner worked diligently with planning staff through multiple iterations of building elevations to improve the architectural design of the data center buildings. The challenge was in breaking down the mass and scale of the new buildings, to reduce repetition, and to create sufficient modulation and articulation of the building facades through meaningful recesses, projections, and variations in form and material. Per the Petitioner, the proposed elevations pay tribute to the Chicago School of architecture using multiple layers of detail and variation in materials and color to articulate the individual buildings. The glazed areas were significantly increased; staircases, office spaces, and breakrooms feature full glazing, and the stair tower roof forms were lowered to reduce the overall massing. The facades are articulated through changes in plane, material transitions, and patterns to help break up the overall massing. ORD2 is the only data center building that is adjacent to the residential uses to the north of the Subject Property; ORD2 is located approximately 313 feet from the closest residential buildings on the north side of Dempster Street. The Petitioner worked to mitigate the height of ORD2 by strategically placing the shorter, two-story "administrative block" (height of 60 feet to parapet) closest to the Dempster Street frontage and locating the tallest portion of ORD2 further back from the closest residential buildings. Cable and vine climbing vegetation, stainless steel icicles, and architectural louvers are also key architectural elements of the building facades. The color scheme consists of cool, muted tones appropriate for industrial buildings of this scale and all rooftop mechanical units will be screened from public view. The proposed design is appropriately scaled to the surrounding industrial neighborhood. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 68 of 1060 2022 Final PUD Proposal (Typical Side Elevation) Current 2025 Proposal (ORD2 West Elevation) )-� ��1� �p ^,,,� !III � U53i _ ;Cr„�ie T�M� _ �.u� 6 w' _ 0' Y��'��M � _, 0' 131 — 6" u T _Asp:' 6 T ., AWN II'�,,.12pq Oro ...... R'pW i PF IV IE AEU~ _.._ 8 Ev'EL 1572 -CDC 17 LEVEL 2 _:LEVEL r T 01) 0 o PHASE 1 WEST ELEVATION �.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .�.. ;" "i,.... Mechanical Equipment: The current 2025 proposal introduces a significant design change from the 2022 Final PUD approval by relocating the majority of the heat rejection equipment from the rooftops to a new at -grade mechanical yard. For ORD1, the Petitioner proposes 17 chillers (inside the building) and 102 dry cooler units within an at -grade mechanical yard. Locating the equipment at grade provides several advantages over the previously approved roof -mounted configuration. Performance is improved as the equipment draws in cooler air from ground level and is not affected by the hot exhaust emitted by the rooftop generators. The at -grade location also reduces the structural load of the building, eliminating the need for additional support to accommodate the equipment's weight. The mechanical yard will be fully enclosed by a 55-foot-tall acoustical louvered screen to provide complete visual screening and sound attenuation. ORD1 also includes 137 diesel -driven generators (including 8 Tomball Controls enclosed units) located within rooftop penthouses. ORD2 proposes 10 chillers (inside the building) and 62 diesel -driven generators, also housed within rooftop penthouses. A total of 199 generators are proposed across both buildings to operate the data center under normal and emergency conditions. The rooftop chillers will be screened from view by a 28-foot-tall sound barrier/parapet wall. By comparison, the 2022 Final PUD placed all mechanical equipment on the rooftops of both buildings, including 82 chillers and 49 generators per building. The generators were to be housed in penthouses on two sides of each building, with two units located in shared concrete rooms. Table 3 provides a comparison of the mechanical equipment between the 2022 Final PUD and the amended proposal. Several equipment quantities have been updated since the modeling and calculations for the sound assessment were completed. The Petitioner states that the original sound study dated October 2, 2025, evaluated 96 dry cooler units for ORD1. An updated study dated October 16, 2025, now reflects H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 69 of 1060 102 dry cooler units to provide redundancy, though the total heat rejection remains unchanged. Because the load is distributed among more units operating at lower fan speeds, the overall sound Levels are not expected to increase. As stated in the updated sound assessment report ("October 16th Update," page 9), these revisions result in only minor changes and do not affect the study's conclusions. Accessory Structures: Several accessory structures are proposed on the roof of each building, at grade level, and below grade in the event of an emergency or power outage to keep the data centers and electrical infrastructure operating. A total of 12 thermal energy storage tanks and 10 fuel oil polisher sheds are proposed at grade level, and a total of 40 diesel fuel storage tanks are proposed underground. Each underground tank will be between 15' and 20' below grade. Thermal energy storage (TES) tanks: The TES tanks are designed to mitigate chilled water (CHW) temperature fluctuations and spikes resulting from sudden increases in IT load. They also provide additional thermal capacity during power outages, helping to maintain rack conditions while the chillers are brought back online. In the event of an outage, the pumps utilize water and a 32% propylene glycol solution within the tanks to cool the systems until the backup generators can run the chillers that ordinarily cool the system. Each TES tank is 60 feet tall and located above grade within the mechanical equipment yard. To preserve visual aesthetics, an 80-foot-tall screen wall is provided to conceal a pair of TES tanks that are located at the southeast corner of ORD2. Fuel oil polisher sheds: The fuel oil polisher sheds are a supplement to the rooftop generators in case of a power outage. During a power outage, the backup generators provide electricity to the system. As the generators run on diesel fuel, and outages are rare, the fuel must be periodically polished to remove water (that naturally accumulates from humidity) and prevent sediments from settling. Within each shed are mechanical pumps, valves, and a fuel oil polisher. The pumps periodically cycle the fuel from the underground fuel tanks to the fuel oil polisher to remove the water from the fuel. Underground fuel tanks: Below -grade storage tanks hold diesel fuel in the event of a power outage. Total fuel storage accounts for up to a 48-hour power outage. The underground tanks will have double - wall construction and leak detection systems. Each tank is approximately 12'-6" tall, with a minimum 3' cover, with the exact depth depending on topography and coordination with other site utilities. Adiabatic dry coolers: Adiabatic dry coolers use a "closed loop" heat rejection system that normally uses zero water to cool the servers. This system uses internal "fan walls" in the server halls that pull in hot air generated by the servers, and liquid -filled coils that then reject the heat. The system also includes the transfer of heated air, via similar liquid -filled coils, from the servers to outdoor chillers and coolers that then reject the heat to the ambient air. The liquid in the coils is water and food -grade (non -toxic) propylene glycol. Once a building's system is filled with water upon commencement of building operations, the system, when operated and maintained properly, does not require any additional water, unless the outdoor temperature reaches 92+ degrees Fahrenheit, at which time the system uses sprayers to further cool some of the cooler's elements. The following table summarizes the type and number of mechanical units and storage tanks between the previously approved PUD and the current proposal. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 70 of 1060 Table 3: Comparison of the No. and Types of Mechanical Equipment / Accessory Structures Previous PUD 2022 2025 Amended Plans Types of Equipment / ORD1 ORD2 ORD3 ORD1 ORD2 Storage Tanks Underground diesel fuel tanks 10 10 11 27 13 Thermal energy storage (TES) tanks 6 6 6 8 4 Fuel oil polisher sheds 2 2 2 8 2 Underground urea tanks 2 2 2 8 2 Dry coolers None None None 102 30 (meth yard) (rooftop) Generators 49 49 49 137 62 (rooftop) (rooftop) (rooftop) (rooftop) (rooftop) Chillers 82 82 82 17 10 (rooftop) (rooftop) (rooftop) (interior,1 st fl) (interior,1 st fl) Satellite Antenna Yard: As part of the amendment request, a new satellite antenna yard is proposed that will provide an 8-foot-tall antenna and a total of 40 satellite receivers that are between 4 feet to 6 feet tall. Since the zoning code restricts the number of ground mounted dishes to one per zoning lot, relief is required to permit more than one dish antenna on the property and staff is supportive of the request. A condition of approval will require the installation of an 8-foot-tall fully opaque screen wall around the north, south and east sides of the antenna yard to fully screen all antenna yard elements from public view. The public facing side of the solid 8-foot-tall wall shall incorporate a form -liner design, subject to the approval of the Community Development Director. ComEd Substation #2: To power each of the buildings and to meet current market capacity demands, it is necessary to install a second electrical substation with accessory improvements that satisfy ComEd requirements. An additional substation will be constructed on an approximately 3.2-acre parcel in the northwest corner of the campus. This second substation will be constructed and operated by ComEd at the northwest corner of the Data Center Parcel and access to this substation will use the existing right-in/right-out access drive on Dempster Street for emergency purposes only. Drawings that contain specifics on the number and height of the different substation elements for Substation #2 are not yet available, but it is expected that these elements will be similar in number and scale to the elements that were provided for Substation#1. For reference, the tallest equipment in Substation #1 includes 12 skinny static masts that are approximately 86' in height, and the majority of the equipment is below 30' in height. Other notable equipment that were provided in Substation #1 included high busses, transformers, and a prefabricated metal control enclosure. In response to discussions with the Village, the north and west perimeter fences along the substation frontage have been revised to a 15-foot-tall solid wall that will be located along the north and west sides of the new substation. Additionally, Substation #2 will be screened by several layers of landscape plantings including the existing right-of-way trees, a row of deciduous trees, a mix of deciduous and evergreen shrubs, and a combination of perennials and ornamental grasses, along the north wall of the substation. Relief will be required to permit the 15-foot-tall wall as code only permits an 8-foot-tall fence in industrial districts. Staff is supportive of the request, and a condition has been added that will require the public facing side of the solid 15-foot-tall wall to incorporate a form -liner design, subject to the approval of the Community Development Director. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 71 of 1060 Due to reconfiguration of the data center buildings and Substation #2, the stormwater basins on the Data Center Parcel will be relocated as shown in the plans. A central, walled surface stormwater basin is proposed north of the mechanical yard ORD1, with supplemental underground stormwater storage below the parking area northeast of ORD1. Separate surface storm water basins will serve Substation #2. Landscaping: The Petitioner submitted a landscape plan which is intended to screen the proposed buildings, Substation #2, mechanical yard, and satellite antenna yard from public view as much as feasible. In total, 321 new trees, 1,521 new shrubs, over 500,000 square feet of sod (meadow seed mix), and over 129,000 square feet of detention basin plantings are proposed for the Subject Property. The project proposes continuous 6-foot-tall evergreen shrubs to screen the loading docks located at the northwest corner of ORD2, a combination of deciduous shrubs and evergreen shrubs that range from 3feet to 15feet, clusters of deciduous trees, and additional landscaping along the Dempster Street frontage to minimize ORD2's visual impact to the residential uses to the north. The Linneman Road street frontage (along the east side of ORD2 and the satellite antenna yard) is lined with deciduous trees that are spaced less than 75 feet apart with clusters containing 7 shrubs or ornamental grasses per cluster spaced at intervals of 35 feet or less to meet code. Continuing further south along the Linneman Road street frontage (along the east side of ORD1), clusters containing 7 shrubs or ornamental grasses per cluster are spaced at intervals of 35 feet or less are to meet code; and shade trees will be provided within the parking lot landscape islands and within the landscape butter along Linneman Road. A 24-foot-wide landscape buffer will be provided along the Algonquin Road frontage. A continuous 6- foot-tall evergreen hedge and additional landscaping will also be provided along the Algonquin Road frontage to screen the parking, trash enclosure and loading area of ORD1 from public view. The petitioner is requesting relief from strict conformance of the foundation and perimeter landscaping requirements. Foundation landscaping will not be provided along the north, south and east elevation of ORD1 due to site constraints. While a 3-foot-tall screen/buffer and shade trees spaced 50 feet apart are required when an exterior side yard is located across the street from a residential use (north side of ORD2), there are gaps in the screen/buffer, and shade trees are not provided along the entire length of ORD2. Code also requires an even 50/50 distribution of evergreen shrubs and deciduous shrubs. The petitioner requests a mix of43/57 mix of evergreen shrubs and deciduous shrubs as a precisely even ratio of evergreen and deciduous shrubs was not achievable in light of site constraints and design goals. These noncompliant items require relief from the landscaping requirements. As previously discussed, the project is requesting relief from the lot coverage requirement. A related but separate PUD standard requires that the area of open space provided in a planned unit development shall be at least that required in the 1-1 zoning district. The project is requesting an exception to permit a reduction in the area of open space from 25% to 18% and staff is supportive of the request. Traffic: The proposed use generally has a much lower employee count compared to other uses that utilize the same amount of gross floor area. Site access is clear and will be well defined by signage. Primary access is proposed on Linneman Road via two inbound lanes (one for auto traffic and a second for trucks) and a single outbound lane. Two right-in/right-out accesses are proposed on Dempster Street (one existing and one proposed) and two new full movement accesses are proposed on Algonquin Road. Algonquin Road and Dempster Street will be gated and used for emergency H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 72 of 1060 purposes only. At its peak, the previous United Airlines headquarters accommodated over 3,500 employees. Per the traffic study, data centers are relatively low generators of traffic and will have a considerably lower impact on traffic in the surrounding area. The Petitioner also prepared a revised traffic impact study to evaluate the proposed use's impact on the areas roadways. The traffic study suggests the project will have little effect on the operations of the area roadway network. The study also proposes the following recommendations: • Stop signs will be installed for exiting traffic at all the proposed access driveways. • The Linneman Road access will provide two inbound lanes (one for auto traffic and a second for trucks) and a single outbound lane. • Access to Algonquin Road and Dempster Street will be gated and for emergency use only. Public Improvements: Public sidewalks will be constructed on all three frontages of the Subject Property, which will connect pedestrians to the retail uses at the intersection of Algonquin Road, Dempster Street and Busse Road, to Kopp Park and the trail within the ComEd right-of-way adjacent to Kopp Park. In addition, the development will provide direct or indirect pedestrian connections to several Pace bus stops for routes running southbound along Linneman Road and eastbound/westbound along Algonquin Road. These improved connections would directly impact Route 230 (southbound along Linneman Road), and Route 606 (eastbound/westbound along Algonquin Road). Lighting: The Petitioner provided a photometric plan for the existing site. Staff noted there are areas that exceeded the maximum illumination of 5 foot-candles. A fully compliant photometric plan will be required as part of the building permit submittal and will be included as a condition of approval. Signage: The Petitioner has stated in their response letters that no signage other than the building address is anticipated. Staff has added a condition of approval to ensure that any future signage relief shall be reviewed and approved as an administrative amendment to the PUD. Phasing: Mass grading of the site is anticipated to start in November 2025. Construction of ORD1 is anticipated to begin in November of 2025, with completion targeted for the end of March 2027. Construction of ORD2 is anticipated to begin in June 2029, with completion targeted for December of 2030. The Petitioner submitted a Construction Phasing and Logistics Plan for Phase 1 and 2. Phase 1 will consist of the early earthwork grading for the pond and the ORD1 pad, foundation and vertical construction, and fire apparatus access drive circulating ORD1. Foundation and vertical construction for ORD1 will begin on the west side of ORD1 and work east. Phase 2 will construct ORD2 along with Substation #2. The walled ComEd and data center detention basins will be constructed during Phase 2 along with the fire apparatus access road circulation for ORD2. After the walled basins and ORD2 fire Lanes are constructed, ORD1 and ORD2 parking lots and loading dock pavement will be installed. Economic Impact: The Petitioner provided an "Economic Impact Analysis" which is included in the agenda packet. As stated in the analysis, the project is expected to generate a range of community benefits for the Village and other local governmental entities, including additional municipal utility tax revenue, higher property tax contributions, and new employment opportunities. Village Electricity Consumption Tax: New consumption tax revenues to the Village are estimated to exceed $5.4 million annually within 5 years and exceed $8.46 million annually within 8 years. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 73 of 1060 SMP TIF Impact: On May 3, 2022, the Village Board voted to approve anew Tax Increment Financing (TIF) District in South Mount Prospect which includes the Subject Property. The project and request would not be possible but for TIF funds, and therefore the TIF area can benefit from the additional increment created from the project in the future. The site will generate $484,000 in increment annually after ORD1 is completed, increasing to $2.3 million in annual increment generation after ORD2 is completed. Even with the Class 6B incentive already granted for the project, staff estimates the project will generate $104.8 million in TIF revenues over the remaining life of the SMP TIF. Anticipated improvements to the TIF area, which are due in part to the proposed development, include infrastructure upgrades to stormwater and sanitary sewers, conversion of previously unincorporated properties from septic and well to Village water, and utility upgrades to accommodate the proposed development and future growth and redevelopment in the area. Other improvements include park district facility upgrades, sidewalk and multi -use path connection enhancements, and streetscape improvements which can be financed by the increased property tax revenue discussed below. The Petitioner is not currently seeking any tax increment finance incentives from the Village. Job Creation: The Petitioner anticipates that full build -out of both data center buildings will generate a comparable or slightly greater number of construction and permanent jobs than the 2022 PUD. For reference, the 2022 PUD projected between 75 and 150 permanent positions across three buildings (approximately 225 to 450 total) and a total of 900 to 1,000 temporary construction jobs. With the increase in scale, the Petitioner estimates that the revised project will create 225 to 450 permanent jobs across both buildings. Approximately 80 percent of these positions will be skilled, high -earning roles with an average annual salary exceeding $78,500. Anticipated positions include mechanical, electrical, and computer engineers, as well as security staff, maintenance personnel, and property management professionals. The economic analysis further projects that each building's construction phase will employ approximately 900 to 1,000 construction workers on -site. Additional Revenues: Both construction personnel employed during the construction phase and permanent operational staff will contribute to economic development and revenue growth within the Village. The Petitioner anticipates that a portion of the permanent workforce will reside in close proximity to the Subject Property. Employees, business travelers, and visitors associated with the facility are also anticipated to generate additional sales tax revenue through patronage of nearby restaurants, hotels, and retail businesses. Parks Improvements Donation: The Petitioner's agreement to make a park contribution in the amount of $2,000,000 to the Village will continue with the current proposal. The Petitioner will make the donation in two payments, with a payment to be made prior to issuance of a building permit for each building as contemplated in Memorandum of Understanding (MOU). The monies will be used to create a new splash pad at RecPIex. Each payment will be proportional to the square footage of the building for which the building permit is issued divided by the total square footage of both buildings. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 74 of 1060 Table 4: Economic Impact Impacts Comparison 2022 Final PUD Ordinance 2025 Amended Plans Electricity $142 million annually at full build -out >$5.4 million per year within 5 years & Consumption >$8.46 million per year within 8 years (full build - Tax out) SMP TIF ORD1 (completion 2027): $484,000 (annual) Increment ORD2 (completion 2031):$2,300,000 (annual) Generated $104.8 million total increment generated by 2045 Job Creation 225-450 full-time jobs ($70,000+) 225-450 full-time jobs ($78,500+ salary) 900-1,000 construction jobs over 6 No change years Park Donation $2 million park contribution No change Impacts on Adjacent Properties: Overall, the Petitioner has demonstrated a commitment to fully abide by, and meet all regulations set forth by local, state, and federal entities. Below is an assessment on the proposed impacts: Noise: The Petitioner submitted an updated sound assessment based on changes to the building designs, most notably a shift to two buildings, with the larger ORD1 building moving equipment to an outdoor mechanical yard and the smaller ORD2 building that proposes different equipment on the roof. Village Code allows sound frequencies at ten different octave band frequencies, measured in decibels (dB). dB sound pressure levels are unweighted. dBA levels are "A" weighted according to the weighting curves to approximate the way humans hear sound or noise. To properly attribute weighted decibel levels to Village Code standards, logarithmically, limits are weighted to a daytime dBA of 56, and a nighttime dBA of 52. Village Code also restricts any noise level within any 1-1 Limited Industrial property from exceeding 71 dBA. For reference, 52-56 dBA sound is similar in intensity to an electric fan, hair dryer, or a running refrigerator. Similar to the 2022 PUD, the Petitioner has not requested to waive any noise requirement set forth by Village Code. The Petitioner has proposed the following noise muffling measures: an acoustical louvered screen wall for the mechanical yard of ORD1, acoustical louvered wall for certain walls on the roof of ORD1, noise barrier panels for the rooftop of ORD2, a 28-foot-tall metal panel wall system extending between penthouses of ORD2, noise barriers for the coolers on ORD2, "hospital -grade" silencers for the generator exhaust pipes, parallel baffle silencers within the penthouses, and absorption panels for the interior of the generator rooms. The following table compares the noise levels from the original 2022 PUD with the current 2025 amended proposal: Table 5: Comparison of Noise Levels Previous PUD 2022 2025 Amended Plans Receiver Home Receiver Number Day Limit d B (A) Night Limit d B (A) Emergency Limit dB(A) Day dB(A) Night dB(A) Emergency dB(A) Day dB(A) Night dB(A) Emergency dB(A) Crystal Towers Condos 1 56 52 71 49 48 63 51 47 67 Myers Place 2 56 52 71 48 48 61 51 47 65 1510 Dempster St 3 56 52 71 51 50 66 53 49 68 Birch Manor Condos Northeast 4 56 52 71 49 48 64 50 46 65 Birch Manor Condos Southeast 5 56 52 71 52 51 69 54 50 70 Birch Manor Condos - North 6 56 52 71 47 46 64 49 46 65 Birch Manor Condos - South 7 56 52 71 50 48 69 53 51 70 636 Pickwick 8 56 52 71 44 43 60 47 45 60 648 Dempster St 9 1 56 1 52 71 52 1 51 67 53 1 51 r 66 H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 75 of 1060 The project will meet the Village's daytime and nighttime noise limits during routine operations and will meet the Village's maximum sound level of 71 dBA during emergency operations. Emergency operations would occur only in rare circumstances, such as a full utility outage. The Village will require that periodic testing be performed. A restriction will also be placed so that generators will not be used as a primary power source and will only operate during emergency situations. Emissions: The proposed generators are diesel powered that emit particulate matter (PM) when operable. The Petitioner provided a gap analysis addressing the changes in the I-1 Limited Industrial zoning district's performance standards between the final PUD approved in 2022 and the current proposal and is included as part of the agenda packet. The gap analysis states that the proposed development will meet all performance standards for airborne emissions, and the current proposal will significantly reduce emissions of particulate matter and other air pollutants as compared to the 2022 Final PUD. The gap analysis also states that improved diesel engine generators and additional pollution controls are expected to reduce emissions per MW for Nox (nitrogen oxides), CO (carbon monoxide), VOCs (volatile organic compounds), and PM (particulate matter) by 15% to 98%annually. For more details, an Emissions Comparison is provided on page 4 of the gap analysis. The Petitioner has also responded that PM emissions typically will not exceed the 0.85 lb/1,000 lb gas at 12%CO2 content limit required by Village Code. Village Code also prohibits the emission, from all sources within any zoning lot, of particulate matter containing more than 10% by weight of particles having a particulate diameter larger than forty four (44) microns. The Petitioner also maintains that no PM emissions meeting said criteria is expected. Additionally, the Petitioner will use a 32.5%concentrated urea solution (urea is anon -hazardous substance stored in underground tanks) to remove nitrous oxide from the exhaust. To accomplish this, 10 underground urea tanks are proposed. The generators are only used in the event of an emergency or power outage, however each generator will be periodically run for testing 5-8 hours per year. The Petitioner is also required to obtain a permit from the Illinois Environmental Protection Agency (IEPA) and will have to meet all of their established criteria for allowable emissions from the generators. In order to meet the 1-1 Limited Industrial District's performance standards related to noise, vibration, smoke and particulate matter, fire and explosion hazards, toxic matter, odorous matter, and glare, the Petitioner shall be required to submit testing and data to the Village within 90 days of the issuance of a temporary Certificate of Occupancy for each building. Staff has included a condition of approval that will also restrict the use of generators for emergency power generation only and not asa primary or continuous source of energy for the data center development. Furthermore, the Petitioner will be required to submit quarterly compliance reports to the Village's Community Development Department summarizing generator operation logs, including dates, times, duration, and number of generators operated, to demonstrate adherence to this condition. Documentation and performance of all special inspections and testing shall be performed at the Petitioner's or contractor's expense. Sustainability: The amended plans propose an increase in the overall size and capacity of the data center facilities on the Subject Property, yet the current proposal is expected to result in a reduced environmental impact compared to the 2022 Final PUD plans. The revised design incorporates advancements in building technology and operational efficiency that allow the development to achieve greater capacity while minimizing its overall effect on the environment and natural resources. These improvements include reduced airborne emissions (as discussed above) and decreased water consumption. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 76 of 1060 Water and Sanitary Service Demands: According to the gap analysis, each data center building will implement the use of Adiabatic Dry Coolers. The Petitioner estimates that due to advances in data center design, the estimated annual water usage will be reduced from the originally approved design at 38 million gallons per year to 5.95 million gallons per year, a reduction of 84%. Similarly, estimated annual water sewer discharge for the project is reduced from its initially estimated 2.8 million gallons to 1.4 million gallons, a reduction of 50%. The Village's utility modeling consultant incorporated this information into its hydraulic model of the existing Village water and sanitary systems and confirmed that these existing systems are sufficient to accommodate the anticipated demands. The Public Works Department conducted flow testing and further confirmed that these results are accurate. Per these results, no upgrades to the Village systems will be necessary to accommodate the proposed data center development. Energy Usage: ORD1 has up to 240 MWs of data center capacity and will be serviced by Substation #1 (300 MWs) that will be in service by November 2025.ORD2 has up to 105 MWs of data center capacity (this maybe higher depending on tenant rack density requirements) and will be powered by the future Substation #2 (up to 300 MWs). Revised Final Plat of Subdivision and Plats of Dedication: The original PUD ordinance approved a final plat of subdivision for the Subject Property which divided the Property into five lots — three buildable lots (one for each data center building), one common area lot within the Data Center Parcel, and one lot for the Substation #1 parcel. The 2022 final plat was never recorded due to legislative changes happening at the state level. In connection with the requested PUD amendment, the Petitioner is seeking approval of a revised final plat that reflects the proposed reconfiguration of the data center buildings and Substation #2. The Data Center Parcel would be subdivided into five lots —three buildable lots, one common area lot, and one lot for Substation #2. Additionally, the Substation #1 lot would be subdivided into two lots, separating the ComEd substation improvements (northern portion) from the switch yard improvements (southern portion). The Petitioner has also submitted two plats of dedication dedicating Land for the construction of public sidewalks as part of an ongoing Village/IDOT road improvement project. One plat will dedicate a narrow strip of land within the Subject Property containing a portion of the public sidewalk and bus shelter along the Algonquin Road frontage to the Illinois Department of Transportation (IDOT). The second plat will similarly dedicate a narrow strip of land and two corner clips at the southwest and southeast corners of Dempster Street and Linneman Road containing public sidewalks to the Cook County Department of Transportation. Both plats of dedication will be required to be recorded prior to the recording of the final plat of subdivision. Additionally, as a requirement of the amended PUD approval, a covenants/rights and easements agreement must be recorded to provide for cross access and perpetual maintenance of common improvements, and to ensure that the campus functions cohesively. Staff acknowledges that the Petitioner shall reserve the right to modify the dimensions of the Substation #2 site, if required to do so by ComEd. Any changes to the substation site configuration (area dedicated to the substation) shall be reviewed and approved as an administrative amendment to the PUD. A revised final plat will be required if the dimensions of the Substation #2 site are modified and the revised final plat shall be recorded prior to issuance of a final Certificate of Occupancy for ORD2. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 77 of 1060 List of Exceptions: A comprehensive list of exceptions from the zoning and subdivision codes are provided in Exhibit B of this staff report. Long Range Planning: The reuse or redevelopment of the United Airlines campus has been a priority for the Village since the property was annexed in 2017. The 2017 Comprehensive Plan, which is a guiding document for future development for the Village, notes this property asa `mixed use district' within the future land use map. The primary uses under that category include heavy industrial, manufacturing, and warehousing. Further, the 2017 Comprehensive Plan promotes minimizing the impact on traffic congestion, enhancing walkability, and including streetscape, safe connections, Landscape features, and pedestrian amenities for any new development. The amended proposal meets all of these goals. The 2020 Connect South Mount Prospect Sub -Area Plan offers an opportunity sites map that prioritizes development sites in the study area. The plan prioritizes the Subject Property as the number one opportunity site and recommends warehousing or an industrial park, and notes the existing property is underutilized. The proposal meets all of the plans recommendations for the redevelopment of the Subject Property. Finally, the Village's 2025-2026 Strategic Plan is a working document that is approved by the Village Board and provides staff with a collection of goals, policies, and priorities to adhere to and complete for the specified calendaryear.The plan identifies "Cloud HQ Project: PUD Amendments and Construction Monitoring" as a high priority management agenda item. STANDARDS AND FINDINGS The Planning and Zoning Commission shall review the standards and findings of fact outlined in Exhibit A and 1) accept them without changes, 2) accept them with changes, or 3) reject the findings. The Planning and Zoning Commission shall use the findings of fact to guide their recommendation to the Village Board. Staff finds that the proposed conditional use and development code exception meets the applicable standards contained in the Mount Prospect Zoning Ordinance. Staff requests that the Planning and Zoning Commission make a motion to adopt staff's findings as the findings of the Planning and Zoning Commission and recommend approval of the following motion: "Motion to approve: 1. A final plat of subdivision titled "PLANNED UNIT DEVELOPMENT MOUNT PROSPECT TECHNOLOGY CAMPUS NO. 2" prepared by Gewalt Hamilton Associates, Inc. and dated 10.09.2025, attached as Exhibit A, subject to the following conditions: a. A plat of dedication conveying land to the Illinois Department of Transportation for public sidewalks shall be recorded with Cook County prior to the recording of the final plat of subdivision. b. A plat of dedication conveying land to the Cook County Department of Transportation and Highways for public sidewalks shall be recorded with Cook County prior to the recording of the final plat of subdivision. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 78 of 1060 2. A conditional use to amend the planned unit development as a major change, pursuant to Section 14.504(E)(1) of the Village Code, to construct a two -building data center campus consisting of a total combined gross floor area of 2,172,000 square feet, including three hundred sixty-five (365) parking spaces, two (2) electrical substations, mechanical yard, satellite antenna yard, and related site improvements, as identified on the Petitioner's plans, subject to the following conditions of approval: a. Development in general conformance with the approved development plans which will consist of the following: i. PUD Site Improvement Plans (77 sheets) containing civil and landscape plans, titled "Mount Prospect Technology Campus PUD Site Improvements" prepared by Gewalt Hamilton Associates, Inc., Corgan, kW Mission Critical Engineering, and PASE, bearing the latest revision date of 10.15.2025, and extracted pages attached as Exhibit B. ii. Architectural drawings (8 sheets) containing floor plans, elevations, and sections, prepared by Gewalt Hamilton Associates, Inc., Corgan, kW Mission Critical Engineering, PASE, and Theseus Professional Services, bearing the latest revision date of 11.05.2025, attached as Exhibit C. iii. The Petitioner shall address all comments included in the Village review letter dated October 17, 2025 (PZ-21-25) attached as Exhibit D. b. The following conditions shall be satisfied PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: i. The Petitioner shall submit permit drawings and documentation demonstrating compliance with all applicable Village -adopted building and fire codes, including Local amendments. Such submittal shall include a complete code analysis and life safety analysis addressing use, height, area, and occupancy classifications in accordance with the adopted codes. The required submittal shall, at a minimum, include the following: i. A full code analysis identifying building use, construction type, building height and area, penthouse and high-rise definitions, mixed -use classification (separated/non-separated), fire -resistance ratings of structural elements, fire separations, walls, partitions, smoke partitions, and protection of openings. ii. Identification of all electrical vaults, electrical loads, electric vehicle (EV) charging systems, solar systems, and electrical room locations. iii. Complete architectural, structural, mechanical, electrical, plumbing, and fuel gas drawings, including supporting documentation such as structural and electrical load calculations, solar design information, grounding and bonding diagrams (including concrete -encased electrodes), and bonding/grounding details for exterior or rooftop elements. iv. Foundation and structural details adequate to review and construct the building, including soils information, foundations, footings, pads, reinforcing, rebar, supports, anchorage, phasing, and access/bridging details. v. Documentation and performance of all special inspections and testing as required by the International Building Code shall be performed at the Petitioner's or contractor's expense, including, but not limited to, concrete testing (including slump), steel reinforcing, welding, bolting, bonding, high- H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 79 of 1060 rise/limited aerial access areas, pressure testing, mechanical testing and balancing, and stack or pressure tests as required by code. vi. Demonstration of compliance with the Illinois Accessibility Code and Illinois Barrier -Free Design Act. vi i. Submittal of all required lift and elevator design documents. No Certificate of Occupancy shall be issued until the Code Official verifies that all such analyses, drawings, and inspections have been reviewed and accepted as compliant with applicable Village codes and standards. ii. The Petitioner shall obtain all necessary permits for other entities including, but not Limited to, IDOT, IEPA, Metropolitan Water Reclamation District (MWRD), Cook County, Army Corps of Engineers, and the Illinois Department of Natural Resources. iii. The Petitioner and the Village shall enter into a Memorandum of Understanding delineating the costs and installation responsibilities of the off -site and public improvements (including, but not limited to, the $2,000,000 contribution to the Village toward the splash pad project at RecPlex, multi -use path, sidewalks, streetlights, signalization improvements, etc.) related to the proposed development prior to the issuance of a building permit. i. The Petitioner shall make a contribution to the Village in the amount of $2,000,000 toward the spLash pad project at the RecPlex. The donation shall be made on a pro -rats basis upon issuance of a building permit for each of the two data center buildings. iv. All signs shall be submitted, reviewed, and approved during the permitting process. All signs shall conform to Village Code. Any future relief requested for signage shall require an application for a minor amendment to the PUD. V. Submittal of irrigation and photometric plans that comply with Village codes and regulations. vi. Compliance with all applicable development, fire, and other Village Codes and regulations. c. The Petitioner shall submit any covenants/rights and easements agreement (REA) for staff review and approval prior to a temporary Certificate of Occupancy for each building. The covenants/REA shall provide for cross access and perpetual maintenance of common improvements, and to otherwise ensure that the campus functions cohesively as necessary. d. The Village reserves the right to require testing and data to be supplied to the Village within ninety (90) days of the issuance of a temporary Certificate of Occupancy of each building verifying that the performance standards of the I-1 Limited Industrial District are met. Once satisfied, the Village shall issue a final Certificate of Occupancy. Within ninety (90) days of the issuance of a temporary Certificate of Occupancy of each building: i. The facility will assess the outdoor light intensity using a light intensity meter around the parcel boundary. A report summarizing the findings will be shared for review and any corrective action if needed. Compliance with glare limitations will be considered satisfied upon review and acceptance of this report by the Village of Mount Prospect. ii. The facility will utilize the services of a contractor trained and qualified to collect both daytime and nighttime sound levels with instruments and methods implemented in accordance with the guidelines pursuant to Mount Prospect H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 80 of 1060 Administrative Code (MPAC) Section 14.2104.G.1 which applies to the 1-1 Limited Industrial District. The report summarizing the findings will be submitted for review. Compliance with noise limitations will be considered satisfied upon review and acceptance by the Village of Mount Prospect. 1. Substitutions of the noise -mitigation products (acoustical, louvered walls, rooftop noise barriers, Titan cooler noise barriers, hospital grade silencers, parallel baffle silencers) identified in the Updated Sound Assessment of Cloud HQ Data Center Report, prepared by Thunder Hearing & Sound LLC, and dated September 24, 2025, shall be acceptable as long as the new models have noise reduction values (per octave band) that are equal to or greater than the units specified in said report. iii. The facility will acquire vibration data collected in accordance of the guidelines pursuant to Mount Prospect Administrative Code (MPAC) Section 14.2104.G.1 which applies to 1-1 Limited Industrial District. The report summarizing the findings will be submitted for review. Compliance with vibration limitations will be considered satisfied upon review and acceptance of this report by the Village of Mount Prospect. iv. The facility will acquire air toxics' concentrations at the parcel boundary through the use of a photoionization detector (PID), which will measure the concentrations at the parcel boundary. A summary of the findings will be shared for review and follow up actions. Compliance with toxic matter limitations will be considered satisfied upon review and acceptance of this report by the Village of Mount Prospect. v. Within ninety (90) days of the creation of the toxics' report, using the data generated by the PID, comparisons with odor limitations will be conducted and a report summarizing the findings will be shared for review and any corrective actions if required. Compliance with odorous matter limitations will be considered satisfied upon review and acceptance of this report by the Village of Mount Prospect. Documentation and performance of all special inspections and testing to determine compliance with the 1-1 Limited Industrial District's performance standards shall be performed at the Petitioner's or contractor's expense. e. The following conditions shall be satisfied PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY: i. The covenants/REA shall be recorded prior to a final Certificate of Occupancy for ORD2. ii. The Petitioner shall reserve the right to modify the dimensions of the Substation #2 site, if required to do so by ComEd. Any changes to the substation site configuration (area dedicated to the substation) shall be reviewed and approved as an administrative amendment to the PUD. If the dimensions of the substation lot are modified, a revised final plat of subdivision shall be submitted, reviewed, approved and recorded prior to a final Certificate of Occupancy for ORD2. The proposed privacy screen wall and landscaping shall be modified to reflect any changes in dimensions of Substation #2. iii. All rooftop mechanical equipment shall be completely hidden from view from adjacent right-of-way. If, at time of final inspection, any rooftop mechanical equipment is visible from ground level as viewed from the public right-of-way, screening shall be required, and it shall be a continuous, permanent, sound attenuating, and noncombustible screen of a color compatible with the principal H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 81 of 1060 structure. Corrective measures will be required if any rooftop mechanical equipment is visible from ground level as viewed from the public right-of-way. iv. A fifteen -foot -tall (15'-0") fully opaque precast concrete wall shall be required along the north and west property lines adjacent to Substation #2. The public facing side of said wall shall incorporate a form -liner design, subject to the approval of the Community Development Director. v. An eight -foot -tall (8'-0") fully opaque precast concrete wall shall be located along the north, south and east sides of the satellite antenna yard. The public facing side of said wall shall incorporate a form -liner design, subject to the approval of the Community Development Director. vi. The proposed 7' + 1' chain link fence with barb wire atop along the southwest and east sides of Substation #2 shall be a black vinyl -coated chain link fence. vii. Parking lot lighting shall be on a steel pole with a black finish and shall be directed toward the lot and not adjacent properties. viii. All fuel sheds shall be black. Vehicle protection/bollards shall be provided around the fuel polishing sheds if installed in the parking lot. Bollards shall be black; ix. Solid screening in the form of a precast concrete panel that is consistent with the building's architectural design shall be provided for the thermal energy storage (TES) tank located at the southeast corner of ORD2. x. A maintenance plan for the climbing green vines on the building facades shall be provided prior to the issuance of a final Certificate of Occupancy for ORD1. A. The Petitioner shall make every reasonable and good -faith effort to coordinate with the owner(s) of the adjacent parcel(s) under common ownership to facilitate the following improvements, as generally depicted in Exhibit E, subject to all required Village, state, and other agency permits and approvals: 1. Removal of Driveway within IDOT Right -of -Way: The Petitioner shall depict removal of the existing ingress/egress drive located within the Illinois Department of Transportation (I DOT) right-of-way on the permit plans submitted to IDOT for review and approval in conjunction with the Petitioner's own driveway work. a. If IDOT concurs and directs removal of the driveway, such removal shall be included as part of the approved scope of work. b. If IDOT requires consent of the adjacent property owner, the Petitioner shall make a good -faith effort to obtain such consent and provide documentation to the Village demonstrating the efforts made. 2. Decommissioning of Lift Station: Removal and proper decommissioning of the unused sanitary lift station located on the adjacent parcel, in accordance with all applicable agency requirements (including MWRD and IEPA, as applicable). 3. Removal and Restoration of Private Drive: Removal and restoration of the private drive located on the adjacent parcel that is no longer in use. The Petitioner shall provide documentation to the Village demonstrating its good - faith efforts to obtain all necessary permissions and approvals to complete the above work. In the event that any of the improvements cannot be completed, the Petitioner shall submit written evidence, to the satisfaction of the Village, detailing the steps taken and the reasons such work could not be performed. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 82 of 1060 f. ON -GOING TESTING AND MAINTENANCE: i. Generator Use, Limitation, and Compliance Reporting: The use of generators on the Subject Property shall not serve as a primary or continuous source of energy for the data center facility and shall be limited to emergency power generation only. Routine testing and maintenance of generators shall comply with the noise Limitations set forth in Section 14.2104(G)(1) of the Village Code and shall occur only during daytime hours between 8:00 a.m. and 7:00 p.m., Monday through Friday. For testing or maintenance purposes, the Petitioner shall coordinate generator operation such that the noise generated does not exceed the maximum allowable daytime noise levels, unless otherwise approved by the Village Manager. The Petitioner shall submit quarterly Generator use, limitation, and compliance reports to the Village's Community Development Department summarizing generator operation logs, including dates, times, duration, and number of generators operated, to demonstrate adherence to this condition. The Village Board's decision is final for this case. ATTACHMENTS: / ADMINISTRATIVE CONTENT (Zoning Request Application, Responses to %*ft.- Standards, etc...) -.000 1 concur: �")o o.. Jason C. ShallcrossAICP, CEcD Director of Community Development PLANS (Plat of Survey, Site Plan, etc.) � OTHER � (Supplemental Information, Public Comments Received, etc...) H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 83 of 1060 Exhibit A Standards and Findings of Fact CONDITIONAL USE STANDARDS Section 14.203.F.8 of the Village of Mount Prospect Zoning Ordinance provides that a Conditional Use shall conform to the following requirements: 1. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare; 2. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located; 3. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; 4. That adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided; 5. That adequate measures have been or will betaken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; 6. That the proposed conditional use is not contrary to the objectives of the current comprehensive plan for the village; and 7. That the conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located, except as such regulations may, in each instance, be modified pursuant to the recommendations of the planning and zoning commission. Petitioner's Findings: The Petitioner states that the proposed conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. The Village has previously approved a Final PUD Ordinance for a data center campus on the Subject Property, and the current request seeks only to adjust the size and configuration of the data center buildings and related site improvements. According to the Petitioner, these revisions will not create any adverse impacts on the public. Per the Petitioner, the conditional use will not adversely impact the value or use of any other property because the development is a light industrial use, within an area already zoned 1-1 and will be surrounded on three sides by other industrial uses, ORD2 will be separated from the closest residential buildings on the north side of Dempster Street by over 313 feet, data centers are a permitted use in the underlying 1-1 zoning district, and the Village previously approved data center development for this site. The Petitioner has responded that the surrounding properties in the 1-1 district are already developed, so the conditional use will not impede the development of that surrounding property and will generate a relatively low volume of traffic. The Petitioner also states that the project satisfies all perimeter building setbacks and includes appropriate screening and buffering. The Petitioner further states that adequate public utilities, access roads, drainage and/or necessary facilities are already in place or will be installed. Per the Petitioner, the proposed ingresses and egresses to and from the development will have a relatively minimal incremental impact on traffic congestion as established by the proposed plans and the traffic study. The Petitioner states that the conditional use is in keeping with several of the objectives and goals articulated in the Comprehensive Plan and South Mount Prospect Sub -Area Plan by redeveloping the former United Airlines campus into a modern, employment -oriented use that supports reinvestment and economic growth in the area. The project aligns with long-range planning goals promoting adaptive reuse, sustainability, and high -quality design, while enhancing pedestrian connectivity and providing extensive landscaping and buffering. The Petitioner also states that the conditional use conforms to the applicable regulations of the district in which it is located except as H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 84 of 1060 modified via PUD. Staff's Findings: Staff has reviewed the petitioner's request for conditional use approval for an amendment to the previously approved planned unit development and finds that the applicable standards have been met. The conditional use is aligned with the Village's Comprehensive Plan's Future Land Use Plan's designation of the subject property within the Mixed -Use District. The development will generate between 225 and 450 permanent skilled jobs and additional construction employment, while incorporating high -quality architectural design, sustainable stormwater management practices, and extensive landscaping and buffering. Public sidewalks and streetscape improvements will be constructed along all street frontages, improving pedestrian connectivity and accessibility to nearby transit stops, parks, and commercial areas. Building orientation and fagade treatments are designed to complement the surrounding context while providing appropriate transitions and screening from adjacent uses. The project is also consistent with the goals of the Connect South Mount Prospect Plan (South Sub -Area Plan), which identifies the Subject Property as the Village's largest redevelopment opportunity site. The proposed data center campus fulfills the Plan's vision for new industrial employment uses that strengthen the local tax base, increase job opportunities, and utilize underperforming land without generating significant traffic impacts. Overall, the proposed redevelopment aligns with the Village's long- range planning objectives by promoting economic growth, sustainable design, and reinvestment in the southern area of Mount Prospect. Based on the information submitted, the surrounding uses, and the proposed development's consistency with the Village's long-range planning documents, staff recommends approval of the conditional use request to amend the previously approved PUD. GENERAL STANDARDS FOR PLANNED UNIT DEVELOPMENTS Section 14.504.A of the Village of Mount Prospect Zoning Ordinance provides that a Planned Development (PUD) shall conform to the following requirements: 1. Except as modified by and approved in the final Planned Unit Development plan, the proposed development complies with the regulations of the district or districts in which it is to be located. 2. The principal use in the proposed Planned Unit Development is consistent with the recommendations of the Comprehensive Plan of the Village for the area containing the subject site. 3. The proposed Planned Unit Development is in the public interest and is consistent with the purposes of this zoning ordinance. 4. The streets have been designed to avoid: a. Inconvenient or unsafe access to the Planned Unit Development; b. Traffic congestion in the streets which adjoin the Planned Unit Development; c. An excessive burden on public parks, recreation areas, schools, and other public facilities which serve or are proposed to serve the Planned Unit Development. Petitioner's Findings: The Petitioner states that the proposed development complies with the regulations of the 1-1 district except as modified by the approved planned unit development. As outlined in the Petitioner's responses to Zoning Standards, the Petitioner states that the principal use in the proposed planned unit development is consistent with the recommendations of the Comprehensive Plan by redeveloping the former United Airlines campus into a modern, large-scale employment facility that will generate new jobs, and will support reinvestment and economic growth in the area. The project aligns with long-range planning goals promoting adaptive reuse, sustainability, and high -quality design, while H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 85 of 1060 enhancing pedestrian connectivity and providing extensive landscaping and buffering. The Petitioner maintains that the proposed development presents an opportunity for the Village to replace a vacated corporate campus property with a comprehensive data center development to better meet current market demands and customer needs. Per the Petitioner, the project will serve the public interest by addressing the changing needs of business and the national and local economies, bringing redevelopment and economic growth to an opportunity site in South Mount Prospect, and will significantly increase the Village's tax base. Additionally, the Petitioner states that the proposed development will not include any new streets, will be a low traffic generator, and access improvements will provide safe and efficient access to the development. Staff's Fin dings:The development will conform tothe allowed uses in the 1-1 zoning district, provide sufficient off-street parking, adhere to the Village's Comprehensive Plan and Future Land Use Plan designating the subject property as a `mixed -use district' and industrial use, is in the public interest to adaptively reuse an underutilized site and provide several economic benefits to the Village, and will not create inconvenient or unsafe access, traffic congestion in the streets, or excessively burden public parks, recreation areas, schools, and other public facilities which serve the planned unit development. STANDARDS FOR PLANNED UNIT DEVELOPMENTS WITH OTHER EXCEPTIONS Section 14.504.0 of the Village of Mount Prospect Zoning Ordinance provides that a Planned Development which does not comply with the requirements of the underlying zoning district's regulations governing lot area, lot width, bulk regulations, parking and sign regulations, or which require modification of the subdivision design standards shall conform to the following requirements: 1. Any reduction in the requirements of this chapter is in the public interest. 2. The proposed exceptions would not adversely impact the value or use of any other property. 3. Such exceptions are solely for the purpose of promoting better development which will be beneficial to the residents or occupants of the planned unit development as well as those of the surrounding properties. 4. In residential planned unit developments the maximum number of dwelling units allowed per acre shall not exceed forty eight (48) units per acre for developments incorporating senior housing or assisted living facilities. 5. All buildings are to be located within the planned unit development in such a way as to dissipate any adverse impact on adjoining buildings and shall not invade the privacy of the occupants of such buildings and shall conform to the following: a. The front, side or rear yard setbacks on the perimeter of the development shall not be less than that required in the abutting zoning district(s) or the zoning district underlying the subject site, whichever is greater. b. All transitional yards and transitional landscape yards of the underlying zoning district are complied with. c. If required transitional yards and transitional landscape yards are not adequate to protect the privacy and enjoyment of property adjacent to the development, the Planning and Zoning Commission shall recommend either or both of the following requirements: i. All structures located on the perimeter of the planned unit development must be set back by a distance sufficient to protect the privacy and amenity of adjacent existing uses; ii. All structures located along the entire perimeter of the planned unit development must be permanently screened with sight proof screening in a manner which is sufficient to protect the privacy and amenity of adjacent existing uses. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 86 of 1060 d. The area of open space provided in a planned unit development shall beat least that required in the underlying zoning district. Petitioner's Findings: The Petitioner provides that the requested exceptions are necessary and appropriate for the development of an emerging use that is vital to the continued growth of the local and national economies. The Project will serve the public interest by addressing changing business and economic needs, bringing redevelopment, quality jobs, and economic growth to a target opportunity site, and significantly enhancing the Village's tax base. The Petitioner also states that the exceptions will not adversely impact the value or use of any other property and points out that the development is a light industrial use, within an area already zoned 1-1 and will be surrounded on three sides by other industrial uses. The Petitioner asserts that while the exceptions allow a greater building height, the northern portion of ORD2 that is closest to residential uses will be only 10 feet taller (including parapet wall) than the otherwise permitted height of 50 feet and will be separated from the closest residential buildings on the north side of Dempster Street by313feet, demonstrating that the height exception will not adversely impact the value of the residential properties to the north. Per the Petitioner, the exceptions are necessary for the project to be developed in a functional and cohesive manner that meets the needs of the market and end users. The Subject Property is currently a large vacant site, and its redevelopment with a state-of-the-art facility will be beneficial to surrounding properties and the community as a whole. Aside from the exceptions requested, the Petitioner asserts that the proposed development otherwise complies with all applicable perimeter front, side, and rear yard setback requirements. The Petitioner is requesting an exception from the transitional yard requirement along Dempster Street due to the site's irregular shape creating unique and specific challenges in the design and configuration of the improvements required to develop a data center campus that meets current market demands, including size and capacity of the facilities. The Petitioner states that the project proposes extensive Landscaping and screening, which is concentrated on the perimeter of the Subject Property, and particularly the northern yard adjacent to Dempster Street, which mitigates any potential adverse impacts on residential properties on the north side of Dempster. The Petitioner provides that the reduced transitional yard along the Dempster Street frontage incorporates a continuous evergreen hedge, supplemented by new plantings and existing mature trees, which together provide effective and appropriate screening and buffering. Per the Petitioner, the proposed transitional yards, landscaping, and screening measures are sufficient to protect the privacy and enjoyment of adjacent properties. OnlyORD2 is adjacent to residential uses, and its impact is minimized by its substantial setback over 313 feet from the nearest homes on Dempster Street and by orienting the shorter, two-story, "administrative block" closes to the street, with the taller portion of the building positioned to the rear of the building. ORD1 is surrounded by industrial uses on the east, south, and west sides and therefore does not present compatibility concerns. All accessory structures and equipment are situated within the interior of the site and will be appropriately screened both visually and acoustically. Staff's Findings: Staff finds that the requested relief serves the public interest and supports the goal of promoting better development that will benefit the Village as a whole. Staff finds that the Petitioner has demonstrated good faith by developing strategies to mitigate potential impacts associated with the amended plans. Steps have been taken to minimize visual, acoustic, and air quality impacts produced by the data center development. The project will provide sufficient screening via substantial landscaping and screen walls to protect the livability and quality of life for adjacent residential and businesses. Additionally, the Petitioner will provide noise muffling measures and will be required to produce H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 87 of 1060 documentation and special testing to verify compliance with all performance standards required by the 1-1 Limited Industrial District. The Petitioner has also worked extensively with staff to improve the buildings' architectural elevations by breaking down the mass and scale of the buildings, reducing repetition, and creating sufficient modulation and articulation to further visual minimize impacts on neighboring properties. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 88 of 1060 Exhibit B List of Exceptions from the Zoning and Subdivision Codes Exceptions from the Zoning Code: 1. An exception from Section 14.305(B)(1) to permit an increase in the maximum number of ground mounted antenna towers or dishes located on a zoning lot from one to more than one. 2. An exception from Section 14.306(A)(3)(b) to permit an increase in the maximum height of accessory structures in the I-1 zoning district from twenty feet (20') to: a. Fifty-five feet (55'-0") for the acoustical screen provided at the mechanical yard; b. Sixty feet (60'-0") for the above -ground TES tanks; c. Not to exceed thirty feet (30'-0") for the non -occupied GIS-control enclosure in the switchgearyard. 3. An exception from Section 14.306(A)(5) to permit an increase in the maximum number of accessory structures from two accessory structures to ten (10) fuel polishing sheds and twelve (12) screened thermal energy storage tanks. 4. An exception from Section 14.309(A)(2) to allow temporary trailers or facilities to be located within the applicable setback requirements of the zoning ordinance. 5. An exception from Section 14.318(B)(7)(a) to permit an increase in the maximum height of a fence permitted in the I-1 zoning district from eight feet (8'-0") to fifty-five feet (55'-0") for the mechanical yard screening structure. 6. An exception from Section 14.318(B)(7)(a) to permit an increase in the maximum height of a fence permitted in the I-1 zoning district from eight feet (8'-0") to ten feet (10'-0") for perimeter security fencing. 7. An exception from Section 14.318(B)(7)(a) to permit an increase in the maximum height of a fence permitted in the I-1 zoning district from eight feet (8'-0") to fifteen feet (15'-0") for a solid style screening fence on the north and west sides of substation #2 (Lot 5). 8. An exception from Section 14.318(C)(2) to permit the barbed wire on top of the internal substation #2 fence to extend outward of the Property (Lot 5). 9. An exception from Section 14.2104 (C) to permit an increase in the maximum building height from fifty feet (50'-0") to eighty-five feet (85') to parapet (60'to parapet of administrative blocks); penthouse to one hundred nine feet (109'); and mechanicals to one hundred twenty-one feet (121') for ORD1 and one hundred thirty-eight feet (138') for ORD2. 10. An exception from Section 14.2206(E)(1)(a) to permit parking lot setbacks of less than 10 feet (10') from the property line. 11. An exception from Section 14.2304(B)(2) to permit a 43%/57% ratio of evergreen shrubs to deciduous shrubs. 12. An exception from Section 14.2306(B) to waive the perimeter landscaping requirements as illustrated in the proposed landscape plans. 13. An exception from Section 14.2307 to waive the foundation landscaping requirements as illustrated in the proposed landscape plans. 14. An exception from 14.504(C)(5)(d) to permit a reduction in the area of open space within the PUD from 25% (as required in the underlying I-1 zoning district) to 18%. 15. An exception from Section 14.2104(D) to permit an increase in the maximum lot coverage requirement in the I-1 zoning district from 75% to 82%. 16. An exception from Section 14.2104(B) to permit a reduction in the minimum side yard requirement from fifteen feet (15') to zero feet (0') for the lot line between Lots 1 and 2. 17. An exception from Section 14.2104(E) to permit a reduction in the minimum transitional setback requirement for parking lots from forty feet (40') to 17.8 feet along Dempster Street. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 89 of 1060 18. An exception from Section 14.2207 to permit development of the Project with a total of 365 off- street parking spaces (including 12 accessible spaces and 16 EV spaces). 19. Any other Zoning Code exceptions required to permit development of the Property with the Project as depicted on the approved final PUD plans. Exceptions from the Subdivision Code: 20. An exception from Section 15.305(B)(2) to allow access to the arterial street for corner lots abutting an arterial street. Lots 1 and 2 each have an emergency access driveway on Algonquin Road, and Lot 3 has an emergency access driveway on Dempster Street. 21. An exception from Section 15.305(B)(6) to allow the depth -to -width ratio to exceed two and one- half to one (2.5:1) for Lot 4 (irregularly shaped) and Lot 5 (ratio is approximately 3.07:1). 22. Any other Subdivision Code exceptions required to permit development of the Property with the Project as depicted on the approved final PUD plans. H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision).docx Page 90 of 1060 Village of!Vlount Prospect 1 0 ( 16%W F F Community Development Departmer�'t 50 S. Emerson Street Moun't Prospect, Illinois 60056 Phone�: (84117) 8,18-5328 Official Use Onty (To be completed by Village Staff) Case Number: PZZ25-000023 PZ-21-25 Date of'Subrnission: 09/03/2,025 Hearing Date: 10/23/2,1 Projelct Name,/Address: PZ-21 -25: CU: Major PUID Arnendrnen'tll Fn4l Plalt of Subdivision (1200 E. Algiorig uin� Road,, 12,00 Dempster Street) for ,a 114113.33 AC Diiata Centerfar npus I. Suject Property Address(es)�: 1200 EAlgionqWn Rd Zo�ning District(s): 11 * Property Area (SqF't and/or Acreiage)�: Parcel Index (FIN(s): 08-23- 100-0, 18-0,000 Conditional Use: For PUD Amendment (Major) E Variation : To TO Zoniing Map Amendment: Rezoine From 0 Zoniing "Te,,XtAaime,naim e,n't�: Siecti6n(s) 10toner: (''I''', .......... 11111111 rill I I I M1iq�q 1111 11 ,11 r reference, attached project narrative, foir, full sumrniary ofproposal. CHQ proposesto modifs the Original PAC Plain to provide for atwo- building data ,center carnpus, rather than a three- buildingi campus. The Grigin4l Plans included threedata center buildings.11 each havingi a, total grosssquarefbotage of approximately 566,767 squi,are f6e,tll with two buildings fronting on Algonquin Road, aind one building at the southwest corner, of' Dempster Street aind Linneman Road., The Amended Plans consolidate the tvv,o b0ldinigs on Algonqu[n Road into a si�ngle, liarger building (thiat rniay include 'two separate saleable/ leasiable spaces separatea partywall) ("Building I"). The buildnisi nag at Dempster/ Linnemian ("B,uJldingZ`) will be, reconfigured slightly but hias a sri�iimiiilarfoot�pr,in't,'to that shown on the Original Plans. Both Building 1 ,and Buildingi 2, are increased to three stories in height, as corn are to the 'two-story buildingisdepilicted onAhe Original Plans., Building I anir1ding 2, ,are referred to collectivelly herej[n as. the "Data Center Buildiings,." Buildiing,l is proposed to have a footprint of approximately 445,000-Square feet ana gross floor area ofapproximately 1.3 ran illi6n square, feet, with qpto 214,10 MW oftliata center capalicity'. Building 1 is desigined 'to allow occupancy by1two separateter iants witl a U, zero lot line" subdivision at the mid -point of'B,uilding I. Each half oUBuildring 1 will have, its own administrative/ office space,, off-street parking, loadiing docksY and Wility connections. Anicillary improvements, associated with Building 1 iiniclude internal security gates and f6nicingll underground fuel storage for generatiors, ground -level fuel olii,shiiin�giquii�ent (discussed further bellow).11 othersupport equipmeinit andstrucWres,, ,and underground utilitiesll includingi eleictric.,, fiber optic, sanJtarysewerl water, and storm drainage collection ,and conveyaince. Buildiing 2 is proposed to have a footprint of approximately,296,000, square feet and� a gross floor area oflapproximiately 81172,000 squiare f6etl with approximately, 10SMW of data ,center capac'� ity Buflding,2 is designedto e a Single- oliccupancy, buildingi., Building 2 will have its ownadaim iinistrative/ office-spalicel, off street parkiing,, loading docks, anutility, connections. Aancillary improverrients associated with Building 2 iniclude [nterna] secuirity gates anfenidng, underground 'fuel s,tior,age, for generators, fuel polishing equipmen't (discussed 'further below), other suppoirt eqWpmen't aind stmctures,, and underground utilitiesT includi�ng eleictricl fiber opticT sainitary sewer, water, aind storm drainage collectiion� and Page 91 of 1060 MAW Additionally, GHQ has determined that ,a second ComEd electrical substatilon is needed to iirrmeet, the icapacity demands of the reconfigured Data Cente MIN F71IA � I �� 1 111111 �I 11; 11 11 1 i,I 11L IM1,111", 11,11111 Name: DonI Dixon Corporatibn�: Gewalt Ha,ilmiiiltoiin,Associates Address: City, State, ,ZIP Code: PhoneEmail: Interest in Property: El Check If dame as Applicant Name: TURVENTUICES LLC Clorplor,ation: Address: 12 12, New Y6rk, Ave ��NW Suite 1000 Gity,,Statell ZIP Clode:� WashinIgtlonI,, DC 2,00,05-612117 Phone: Email: Page 92 of 1060 In consideration of the information contained in this petition as well as all supporting documentation, it is requested that approval be given to this request. The applicant is the owner or authorized representative of the owner of the property. The petitioner and the owner of the property grant employees of the Village of Mount Prospect and their agent's permission to enter on the property during reasonable hours for visual inspection of the subject property. hereby affirm that all information provided herein and in all materials submitted in association with this application are true and accurate to the best of my knowledge. Applicant: w �r �A l�wpW III�M' INS . . . . . . . . . ! v� (Print or Type Name) Don Dixon If applicant is not property owner: Date: hereby designate the applicant to act as my agent for the purpose of seeking the zoning request(s) described in this application and the associated supporting material. Property Owner: (Print or Type Name) Date: Page 93 of 1060 V i I a ge o,f M! Io tj n't P tv,s 1�), e� (,,o�t Ll C 11 i �ty' D ev I o p m 0% n I TIl 0, r'll I p a 1, t,,, e n t 50 S., Ei,nomon Str(,,mt MoiI Prospect., Rlir,iols 60,056 '328 P h o, n e (8 Property Owner ............. . ..... . .. ................ . I . . ............ ...... I . I . I . ....... . .............. . . .. . .. . ........... . ...... . ......... . . ........ [ -c kif Sam e a�lls,Ap ptilc a rit Che — - --- --- - - - - - ------------------------------- - - - - - ------------ - - ------------ . ............. ...... . ...................... - N ,a ni, c Kelth P. Harney, AU'll"Witized Signatory C o 1"' p 0 10 at 10 [1), 101, "12 "t, 2 N EYV YOR IK" AVE N W, S w te "1000 Address,. . ... ...... . . . ............ . .......... . . . .............................. . .. . ........ . . . . .. ........... . .. . .. ......... .. ....... . ---- - ----------------- WASI-11NIG"R, IN,,, DC 2000S City, Slatet ZI P C o d e: p ['10, In a ............... . . . ....... 2 I he eff 01 rm that a tt in,fo rn mation provided, herein aniIdin aiaits subm'Ittedin association with this, applicaltion are true and! accurate to the best of my kniowtedge. ff,,�,12612025 Applicant............ ... . .. .. .... — . . .•. ........ .. ...... . ......... .............................................................. . Date,— Pignature) E.irian Spenct,5W (P ri ntot, Type N a nie) I f a, p U c a i,i; t', is r� p ro, p e it ty, ow ng i-.# I hereby dies-ign,iI d eos c. r i b eod I ri, 'it h *1 S tl p w Property OwnerkIiii,ii j p i 'to I rais, my si:g(,-,fliA for t�he, pu,,rpose olf seefldng fl,"ie zoning request(s) fted supli orflng matediaL. 0 rp ov,;-sociti P ­k(,� --", . -- a'. D 1 ci, t e:, 8,05/2025 1 P. ldarriey, ALAH"torized Signiatc.,,,iry fb TtI r Ve�irsh,.ires LIX (P to I " it o Ty I �r , pe, Name) Page 94 of 1060 p Kxjnit Pox I'M Ville),,ge I Mot) ntP;'os,, C o jin iTi� u n it , 'y Developnu,,lrit D capartnllent SOS. Mourlit Pr,ospeclt, Ittinois, 60056 P111ione: (847) 8,18-5328 m L 0 V 80 00 IAM�' om, 61 I, Jlb . ........ . .. F�,.... H a rn y th � stet e that I am . ...................... . . . . . ........ . ......................... ....... ......................................... . . . . . ............ . . ..... . . . ................ under oa 'pr'iif n, a m e), E] the solex owner of the property aln owne,, r, of: the prope;rty ar"i, aL.i1thiorlizedofficer, flor-the o, wrier of th(,:,)., prioperty . . ..... .. ... a nid that s u c h p ro p e, rty is own le d by Tu r Ve nt u re s L L C (p r i n t n cq- m e. pa bpi wrw 0 AP lop MY 01 M, xII idh MR 9 kn 5,1- %IJ sworn'to belfore rne this, 27th 11, day, of August, ......... . . . ...... 2 o 2 5 ............ ",. .......... Notary PLibtie NI IDIA, uw INJ RMIRIBM" Page 95 of 1060 "T'his Prepa.'red By: i Fe IchttejI Sidley Atist,itt J]", 11 One Soutli, Deattoim Chicago, 1I , 60603 W1 icill"i Reco 17d ed-Rettini "TO: ver''Al 1,1"j- c/(,.) Clotivffl ' IQ 12JI/2, New S11"'lite 1000, wtish''i''llk, " 11) 20,005 Atti'I 1"Josseill, "I'a"tell #2 136,24IIE-4111 , 7 213621'AtI6082 Flee, I '� 1 �W�YrJ Y6'+m Itl � R-111SP FEE:1M.08 RPRF FEE: $1.100 KAREN A. YARBROUGH Tjjjjjj[1?v—=,:; m;I III 2021 T11p DEED 'Is ' ECI 1S . .. S ... .. ... Al 1] ... ... ..... IA(le aS of ("A . " ................. . . .. . .................. ............... ... ING, a I 101 0 "(j 11)y UNITED A1,111d, 1"NE-81"l, T)elalware 11,11, intn,v�)r'I ............ ............... .. ... . .. . . I . 1)"i-i've 'I VENTIJIZES ti JD,Q1OU,, Chigo, Illinois 606016,atid, lin, J'A,`or of J Dclaw(,,tre li�rnit, d, lia,bility, with, ar),, ot cielociat id m 1212 New York Avet-Im 'N'W,, S"Itite 1000, L ) ,05 (1-11c r Was"14,111,gt1 O19, 1� 200,-' ............ 111.1111 ............ ... 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A ai'l(J. bicliorigitlg to, theLatid ar�id all. st, e y s �,,i d ticetit tiIiereVII) (thic wit''I pia,stsages w,'ld otl t`tie Land or Ole, Iten"ISI, "'1111,C]"Lided it"I clau,ses ("i"), (ii"i) ('11-lelusive) aftx)ve i,s colliectIII'vely tv, rred to hereli'n, asIt"I'le . . .. . ..... d", its, sucice,,ssiors, all �]"'O ''JAVI AND'YO1 TOLD the Rropcj,�Ity u,i--itio, Grttirttee art TWO assigns 1`10'11rc,�Ivel, jr R 0'. . . I . ...... �i'nd, its, ch. Anti does, I'letelby co,"ven,ain.t, p�ro Se 111 gree "to anid, wit' I ("ir S1111'eicessoll"S. (Itt"I'd, Vf SSI S)"J" g 11's, I th-Lat It"I'lle irard,M has rmt do'ne, lo,t' s", hu 11"I'ler d, 11'11�,oi be donlc*, a,tlyt'hing wlierel)y, 111"JIv Y 1, reby -veyed h,creby. 111, ti1c,11, ill, bered,, ot Projv,1171ty 1 1 and, ccm,, IS ("It' 111ay be,, *111"), a"ll, tiercof (dic "Perl'i'litted, el"'i,arge,cl, except a..s,- refic,-eted on, 1`,',"x,1 1161)J,il, B attach,ed, lic,'I"e'to ti"luide a, mpv,)j�'-7,I;- .. . . . ...... G 'Y .. .. . . .. . .. .. . . .. N'DI e ji-ml s-f rred Pro -t tti, "I" lo i wa "I i' 1 1" (K � 1M 1,1111,at I nUm, 11 WARRAN NNI" 1,''13"VER. L),1` I 1�,i, ei, j`-,xc Girantee its stjcecsssors�, assigl"I'S,, aplunst e soris ot- etlitill"es, rnak" g any cla'",ci"ns m lernands, I. r a,ild, 10 e (bt(tt not (,),t.hcr,wi 4z;,e), subiect'', w,", v r oPriltI t'lied corlsExciq)ti. . . . . I, . . . ...... . . .. . . . . ... Off" V 11 22.3 6, ' X . . . . .. . Page 96 of 1060 1, nialne 10 be, sti S 11q, Wj"I,"NI',S,S WHERE.'01"') xUltntot." 111cas cliused *ts gned to this, pec I f Warrai-tty I,,,)e,,,c,,d, as o"C"11:1ic III I ,Y and ymtr1'11n,-It abovewri Twa-re U-NIEJ) AIRLINES7 INCI, �t De'la; j -Od4 YY,y".Opp, ................. .................... . . . . . ........ .. .... . . . . . . . . ....................................... ......... ... . ............................... Nat]['111i4a;-ti, Loj,)p vice PtVsldent Corpoj.-,�Ac,�� Real -E-Sat'c� I INDI S,' S S. C(YUNI Y OF 16" 4 D U PAG E st, I Nib], licin �Jriid 111)r, the siald Co,u I ki I III t Laura A. Asmussen, a "Notary iity, itittie ite af res, a"d . . . . . . . . ............. ............. . . ................. . . . . .... . . . ................ . ....................................... . . . .. . . -oveld to, me onihe b siss <,,)f to nie do he'rob cerIfiFyJbIaII,,., Niathan,mm S Y pet"",,ona (or pt SLIff-101M)t evidence) IX), be, t1le Moe PresJden!.!qqMq(qjq Real Estate o�f' United, Airlhu-,,%, Ia, Delawme, 11, in, pe'ris(M', fly known'U'.) 1,111e; to'be t'he sa,,rne persoll whose narn 'is subscribed tothe wit�l tlie/she execultd, the siza"Id c t1iis day ilf-t V appem,,ed, befiore, m erson, ancl acknowledgeld-to ine thu a ta 'I c, tssmcl) VWce r" resident Coorporate Real Estate ofs�,,fld corporatiot'i, a:nd 't,, d purposes set, fb,r�tl ittier a tb,,r the uses tis the '11"r'ee a,nd,v,ol'l,,U'ii,,t""a,)""y ct of said it," !t6j rIj ..... . ............ 2021 ,indet y, al G #1 � Y atid, o ff" c th aly, O'f ........ ..mm- Y111 Nlot,�',tu`y P ub" 11, ic, ........... REAL, ESTATIE TRANSFER TAX •.. 22 Dec-2021 . ... ....... .. . .. . ... ... ..... . .. . ...... ... . .................. . ....... . ...... C'OUINTY: . ............. 2' , 71 � 0 0 . . .... . .......... - - -- - -------- ILUNOIS� T . ..... "' . 1142 54 .00 811,2113.00 08-23- "100- 0 18 -0 0 00, 202 1111210116 ................... . ......................................... �50 2 9 -4934,57-552 Page 97 of 1060 Send Future Tax Bills to: Tur Ventures LLC c/o CloudHQ LLC 1212 New York Avenue NW Suite 1000 Washington, D.C. 20005 Attn: Hossein Fateh -RICOFFICE m f rLI fir- RmMl, lri;�`d ISKM i A WU hCO A Page 98 of 1060 Parcel 1: Lot I in Friedrich Busse, Jr. Division of Land in Section 23, Township 41 North, Range 11, East of the Third Principal Meridian, according to the plat thereof recorded February 20, 1911 as Document No. 4709799, except (A) that part of said Lot I taken for highways, and (B) that pail falling in Blue Sky Subdivision according to the plat thereof recorded June 5, 2014 as Document No. 1415616048, in Cook County, Illinois. Parcel 2: The West 363.00 feet of Lot 2 in Linnernan's Division of part of the Northeast 114 of Section 23, Township 41 North, Range l I East of the Third Principal Meridian, and part of the Southeast 114 of Section 14, Township 41 North, Range I I East of the Third Principal Meridian, according to the plat thereof recorded September 10, 1953 as Document No. 15716544, in Cook County, Illinois. Parcel 3 : The North 120.00 feet of the west 363.00 feet of Lot 3 in Linneman's Division of part of the Northeast 114 of Section 23, Township 41 North, Range I I East of the Third Principal Meridian, and part of the Southeast 114 of Section 14, Township 41 North, Range l I East of the Third Principal Meridian, according to the plat thereof recorded September 10, 1953 as Document No. 15716544, in Coop County, Illinois. Property Address: 1200 East Algonquin Road, Mount Prospect, Illinois 60056, and 1200 Dempster St., Mount Prospect, Illinois 60056 PIN: 08--23-100-018-0000; 05-23-200-052-0000 Excluding all right, title and interest to that certain 3 0-foot and 3 5 -foot easement set forth on the plat recorded with the Coop County Recorder of Deeds on June 5, 2014 as Document Number 1415616048 described as the "Private Sanitary & ComEd Easement". Page 99 of 1060 PERMTT'TED EXCEPTIONS All covenants, restrictions, conditions, easements, reservations, agreements and other matters of record. ..�ICE � 1117 1 GOVapt- ., k Viz. u yL �`� A F t Page 100 of 1060 PROJECT NARRATIVE MOUNT PROSPECT TECHNOLOGY CAMPUS PLANNED UNIT DEVELOPMENT PUD AMENDMENT APPLICATION INTRODUCTION Tur Ventures LLC ("Tur") owns the eastern portion of the former United Airlines Operations Center site located at 1200 E. Algonquin Road and 1200 Dempster Street (the "Data Center Parcel"). Tur, with its affiliates, including CloudHQ LLC (Tur and its affiliates are, collectively, "CHQ"), proposes to redevelop the Data Center Parcel as a data center campus (the "Project"). Additionally, CHQ owns a smaller parcel located at the southeast corner of the intersection of Dempster Street and Linneman Road (the "Substation #1 Parcel"), which is currently being developed for an electrical substation to serve the Data Center Parcel ("Substation #1 "). The Data Center Parcel and the Substation #1 Parcel are, collectively, the "Property." On June 21, 2022, the Village of Mount Prospect Board of Trustees approved Ordinance No. 6634, "An Ordinance Granting a Conditional Use for a Final Planned Unit Development and a Final Plat of Subdivision" for the Property (the "PUD Ordinance"). The PUD Ordinance granted final zoning and subdivision approvals for development of the Data Center Parcel with three data center buildings (each totaling approximately 566,767 gross square feet), off-street parking, and other ancillary site improvements as shown on the approved final plans (the "Original Plans"). The PUD Ordinance also approved development of the Substation #1 Parcel with Substation #1. To date, CHQ has completed demolition of the former United Airlines campus improvements on the Property and constructed sediment basins west of Linneman Road. CHQ also has constructed site improvements for Substation #1, including stormwater basins, drainage outfall, underground utilities, and foundations. Substation #1 is currently in the final stages of construction. Since approval of the PUD Ordinance, the data center industry has significantly evolved, including legislative changes that impact data center operations and rapid acceleration of artificial intelligence that has increased the demand for data. CHQ has determined that certain modifications should be made to the Original Plans to better meet the evolving needs of the data center industry. CHQ is requesting approval of an amendment to the PUD Ordinance to permit development of the Property in accordance with the amended plans and specifications (the "Amended Plans") set forth in this PUD amendment application. THE PROPERTY The Data Center Parcel consists of approximately 43.31 acres of land, and is bounded by Algonquin Road to the south, Linneman Road to the east, and Dempster Street to the north. The Data Center Parcel is currently vacant, with the exception of temporary construction trailers at the northwest corner of the site. Sediment basins with diversion swales and temporary drainage pipes have been installed to direct and manage stormwater runoff. All necessary utilities including Page 1 Page 101 of 1060 17800\00001\4930-4373-7715.v4 electric, telecommunications, fiber optic, gas, water, and sanitary sewer, are available to the Data Center Parcel. The Substation #1 Parcel is approximately 6.14 acres in size and is located at the southeast corner of Dempster Street and Linneman Road. Substation #1 is currently in the final stages of construction and, once completed, will be operated by ComEd. After Substation #1 is complete, CHQ will construct a switchgear yard on the southern portion of the Substation #1 Parcel to feed electric service under Linneman Road to the Data Center Parcel. The switchgear yard will include a non -occupied GIS-control enclosure. PROJECT SUMMARY CHQ proposes to modify the Original Plans to provide for a two -building data center campus, rather than a three -building campus. The Original Plans included three data center buildings, each having a total gross square footage of approximately 566,767 square feet, with two buildings fronting on Algonquin Road, and one building at the southwest corner of Dempster Street and Linneman Road. The Amended Plans consolidate the two buildings on Algonquin Road into a single, larger building (that may include two separate saleable/ leasable spaces separated by a party wall) ("Building 1"). The building at Dempster/ Linneman ("Building 2") will be reconfigured slightly but has a similar footprint to that shown on the Original Plans. Both Building 1 and Building 2 are increased to three stories in height, as compared to the two-story buildings depicted on the Original Plans. Building 1 and Building 2 are referred to collectively herein as the "Data Center Buildings." Building 1 is proposed to have a footprint of approximately 445,000 square feet and a gross floor area of approximately 1.3 million square feet, with up to 240 MW of data center capacity. Building 1 is designed to allow occupancy by two separate tenants with a "zero lot line" subdivision at the mid -point of Building 1. Each half of Building 1 will have its own administrative/ office space, off- street parking, loading docks, and utility connections. Ancillary improvements associated with Building 1 include internal security gates and fencing, underground fuel storage for generators, ground -level fuel polishing equipment (discussed further below), other support equipment and structures, and underground utilities, including electric, fiber optic, sanitary sewer, water, and storm drainage collection and conveyance. Building 2 is proposed to have a footprint of approximately 296,000 square feet and a gross floor area of approximately 872,000 square feet, with approximately 105MW of data center capacity. Building 2 is designed to be a single -occupancy building. Building 2 will have its own administrative/ office space, off-street parking, loading docks, and utility connections. Ancillary improvements associated with Building 2 include internal security gates and fencing, underground fuel storage for generators, fuel polishing equipment (discussed further below), other support equipment and structures, and underground utilities, including electric, fiber optic, sanitary sewer, water, and storm drainage collection and conveyance. Page 2 Page 102 of 1060 17800\00001\4930-4373-7715.v4 Additionally, CHQ has determined that a second ComEd electrical substation is needed to meet the capacity demands of the reconfigured Data Center Buildings. The second substation ("Substation #2") will be located on the Data Center Parcel to the west of Building 2. Due to reconfiguration of the Data Center Buildings and Substation #2, the stormwater basins on the Data Center Parcel will be relocated as shown on the Amended Plans. A central, walled surface stormwater basin is proposed north of Building 1, with supplemental underground stormwater storage below the parking area northeast of Building 1. Separate surface storm water basins will serve Substation #2. REVISED PLAT OF SUBDIVISION The Original PUD Ordinance approved a final plat of subdivision for the Property ("Original Plat"), which divided the Property into five lots three buildable lots and one common area lot within the Data Center Parcel, plus one lot for the Substation #1 Parcel. The Original Plat has not been recorded. In connection with the requested PUD amendment, CHQ is seeking approval of a revised plat ("Revised Plat") that reflects the proposed reconfiguration of the Data Center Buildings and Substation #2. The Data Center Parcel would be subdivided into five lots three buildable lots, one common area lot, and one lot for Substation #2. Additionally, the Substation #1 Lot would be subdivided into two lots, separating the ComEd substation improvements (northern portion) from the CHQ switch yard improvements (southern portion). CHQ will record covenants and easements to provide for cross access and perpetual maintenance of common improvements, and to otherwise ensure that the campus functions cohesively. DATA CENTER BUILDINGS AND IMPROVEMENTS CHQ is requesting approval of all necessary zoning and subdivision exceptions and variations to allow development of the Property as depicted on the Amended Plans. Notable deviations from the underlying 1-1 Limited Industrial District zoning requirements include: Regulation Zoning Code Required Proposed Section Ground -mounted antenna — 14.305(B)(1) Not more than one per lot Satellite antenna yard on Lot 1 number (north of Building 1) with multiple receivers. Height of screening structure 14.306(A)(3)(b) Accessory structures - 20' (max) 550" for mechanical yard 14.318(B)(7)(a) Fences — 8' (max) Number of accessory 14.306(A)(5) Not more than two per lot 10 fuel polishing sheds, 12 thermal structures storage tanks Fence type 14.318(C)(2) Barb wire fencing on industrial Internal ComEd fence for property must be at least 6' above Substation #2 contains barbed wire any sidewalk and extend inward of that extends outward of property. property. Page 3 Page 103 of 1060 17800\00001\4930-4373-7715.v4 Regulation Zoning Code Required Proposed Section Building height 14.2104(C) 50' Height of building: 85 feet (to parapet); Penthouse: 109'; Mechanicals: 121' (Building 1), 138' (Building 2) Lot coverage/ open space 14.2104(D), 75% 82% 14.504(C)(5)(d) Ratio of deciduous/ 14.2304(B)(2) 50% / 50% 57% / 43% evergreen shrubs Perimeter landscaping 14.2306(B) Landscaping required on lot lines; As shown on landscape plans see Code for design requirements Foundation landscaping 14.2307 4'-wide (min) landscaped area As shown on landscape plans around front and exterior side fagade of all buildings The Data Center Buildings will be constructed of high -quality materials including steel, concrete, and glass, with white metal cladding, stainless steel elements inserted into pre -cast panel reveals, and other outer surfaces. As depicted on the Amended Plans, the Data Center Buildings include meaningful architectural design elements to provide visual interest and break up the building mass. Each Data Center Building features an administrative and office area (also referred to as an "administrative block") with a proposed height of 60 feet (to parapet). Aesthetically, the administrative block breaks up the elevation of each Data Center Building. The administrative blocks feature large glass windows, glazed areas and stainless -steel cladding, providing a streamlined look that is more similar to an office building than an industrial building. To minimize visual impacts on the public right-of-way and residential neighbors to the north, Building 2 will be oriented so that the administrative block faces Dempster Street. The Data Center Parcel will be a secure facility with high -quality, black coated steel ornamental perimeter fence. Primary vehicular access is proposed off Linneman Road, with emergency vehicle access provided from Dempster Street and Algonquin Road. All truck traffic will be required to use the main entrance on Linneman Road for both ingress and egress. Manned security guard booths and gates will be provided at the main entrance. Emergency gates are proposed at the right -in/ right -out driveways on Dempster Street and Algonquin Road. The Project also will include construction of sidewalks and other bicycle/ pedestrian improvements that provide pedestrian access around the entire Data Center Property. On the Algonquin Road frontage, land will be dedicated for construction of a public sidewalk as part of an ongoing Village/ I DOT road improvement project. Parking will be provided around each Data Center Building and adjacent to each administrative block. For data centers, the most useful measure of parking demand is the anticipated number of full-time employees during the busiest shift, as opposed to a ratio based on building square footage. Based on historic data, CHQ estimates that approximately 240 employees could occupy the data center campus during a 24-hour period, with the majority (but not more than 180) working Page 4 Page 104 of 1060 17800\00001\4930-4373-7715.v4 within standard daytime hours. CHQ proposes to provide 365 parking spaces on site, including 16 electric vehicle parking spaces and 12 accessible ADA spaces. Parking for 18-wheeler and delivery trucks would be provided within a multi -bay, partially screened truck dock. The Amended Plans include updated screening and landscaping designs for the entire campus. Extensive landscaping will be provided throughout the Data Center Parcel, with an emphasis along the north property line. Landscape screening using evergreens in the transition setback is provided to help break up the visual sightline for neighbors to the north. Additionally, screening structures are proposed around the mechanical yards, which provide both visual and acoustical screening. Detention basins with additional landscaping are located on the north side of Building 1 to provide additional buffering and screening. Additional landscape screening is proposed along the north line of the Substation #1 Parcel. BACKUP SYSTEMS To ensure that its customers' mission -critical applications never go offline, CHQ utilizes layers of redundant electrical infrastructure, including emergency backup generators that provide backup electricity and thermal storage tanks that provide backup cooling. CHQ's generators will be located on the roofs of both Data Center Buildings, and tanks storing #2 diesel fuel to power the generators will be located underground. The underground tanks will have double -wall construction and leak detection systems. Each tank has an outer diameter of approximately 12' 6", with a minimum of 3' cover, with the exact depth depending on topography and coordination with other site utilities. CHQ's plans provide for sufficient fuel storage to allow for 48 hours of backup power, which is the minimum demanded by most of its customers. The backup electrical system also requires above -ground accessory structures, namely the "fuel oil polisher sheds" shown on the Amended Plans. In the event of an electrical outage, the backup generators (powered by #2 diesel fuel) provide electricity to the system. Because outages are rare, the fuel must be periodically "polished" to remove water that naturally accumulates from humidity and to prevent sediments from settling. To accomplish this, the Amended Plans include 10 accessory fuel oil polisher sheds that house mechanical pumps (which periodically cycle the fuel from the underground fuel tanks to the fuel oil polisher), valves, and fuel oil polisher equipment. The backup cooling systems for the Data Center Buildings include 12 "thermal storage tanks" as depicted on the Amended Plans. In the event of an outage, pumps with battery -backed power will continue to move a solution of 35% propylene glycol to cool the system until the backup generators can run the chillers that ordinarily cool the system. BENEFITS TO VILLAGE The Project will benefit the Village and other units of local government in multiple ways, including capital investment in redevelopment of the former United Airlines site including new public infrastructure, generation of significant new municipal utility taxes, increased property tax Page 5 Page 105 of 1060 17800\00001\4930-4373-7715.v4 revenues for the Village and other taxing bodies, and creation of new permanent jobs (including skilled professional jobs) and construction jobs. As demonstrated by the Traffic Study submitted with this application, the Project will generate significantly reduced traffic movements and impact on roadway infrastructure as compared to traditional industrial development. Additionally, the Project will produce lesser burdens on schools, police, fire protection, emergency, and other municipal services than would typically be experienced with other uses allowed in the 1-1 zoning district. CHQ will provide a detailed analysis of projected tax revenues, job creation, and other economic benefits to the Village as a supplement to its PUD amendment application. Page 6 Page 106 of 1060 17800\00001\4930-4373-7715.v4 ECONOMIC IMPACT ANALYSIS MOUNT PROSPECT TECHNOLOGY CAMPUS PLANNED UNIT DEVELOPMENT PUD AMENDMENT APPLICATION I. Introduction Tur Ventures LLC ("Tur") owns the eastern portion of the former United Airlines Operations Center site located at 1200 E. Algonquin Road and 1200 Dempster Street (the "Data Center Parcel"). Tur also owns a smaller parcel located at the southeast corner of the intersection of Dempster Street and Linneman Road (the "Substation #1 Parcel"), which is currently being developed for an electrical substation to serve the Data Center Parcel. The Data Center Parcel and the Substation #1 Parcel are, collectively, the "Property". In 2021 and 2022, the Village of Mount Prospect (the "Village") approved a PUD for a data center campus on the Property. Now, Tur, with its affiliates, including CloudHQ LLC (Tur and its affiliates are, collectively, "CHQ"), proposes an amendment to the approved PUD, that will allow it to continue to redevelop the Data Center Parcel as a data center campus (the "Project") as further detailed in CHQ's final PUD amendment application. The Project includes construction of a two -building data center campus as shown on the amended plans submitted with this application (the "Amended Plans"). The campus will include one building (that may include two separate saleable/ leasable spaces separated by a party wall) fronting on Algonquin Road ("Building 1," also referred to as "ORD1 "), and a second building at the corner of Dempster Street and Linneman Road ("Building 2," also referred to as "ORD2"), as follows: • Building 1 is proposed to have a footprint of approximately 445,000 square feet and a gross floor area of approximately 1.3 million square feet, with up to 240 MW of data center capacity. Building 1 is designed to allow occupancy by up to two separate tenants with a "zero lot line" subdivision at the mid -point of Building 1. • Building 2 is proposed to have a footprint of approximately 296,000 square feet and a gross floor area of approximately 872,000 square feet, with approximately 105MW of data center capacity. Building 2 is designed to be a single -occupancy building. The Project will benefit the Village and other units of local government in multiple ways, including new municipal utility consumption tax revenue, increased real property tax revenue, and job creation, while placing fewer demands on government services than other potential uses of the property, all as further outlined below. II. Revenue Generation for Village CHQ anticipates that the Project will generate revenue for the Village and other local governments and promote local economic growth and development in several ways. 1 17800\00001 \4897-5662-2187.v6 Page 107 of 1060 A., Village Electricity Consumption Tax low, 111�.Vfflj I dol I A(M-1 Fmi Is MO U [It P ro, s p e c t E, 1, e ct �,'i ci Illy, GO, 111"t S, U rin p t i c, Tax P r o j e ic t e d A, n rl LI a e ve [I L,j e is $90, 000 (I)IM0.00 $701 )(')'0 0100"(010 $60, 000, 0,00. (,,.),0 $50, 000, 0100" (1)10 $10 , 00 0p(k)1 . 2026 2027 2028 2029 2030, 2031 2(132 2033 'The consuimpt,ion tax, projections shown abolve foir year 2033 represent �full build out of ithie Ploject with da a cente, operations, at maxi'mum design capadity for offi Building 1 and Building 2 Once 011 that benchmal k is achieved, similar reivenues, w uld e genera edyear-toi-year for as, long as the ,r cal I pus is, fully utiliZed. A B., Real EisMR"laile i ax lei' I I I 111! 0 z 'The estima ed 2025 taxes, for the Property, in its current undevelo, ed condition a, e a, jilect pro,,, erty tax revenlues will increase, only to the rolm, �ateli $1 080,698. Witholut the Pro 'M extent of ge, era, g owth In fair market value. I r K 17'810,0�,,,,O,D,,0,0,1'�4,819,7-5662-2187,.v-,6 Page 108 of 1060 Assuming completion of Building 1 in 2026, the projected annual property taxes for the Property (with a Class 6B incentive) would increase to approximately $22,356,469 for tax year 2027. Assuming completion of Building 2 by 2031, the projected annual property taxes for the Property (with a Class 6B incentive) would increase to approximately $40,005,120 for tax year 2032. A significant portion of the increased property tax revenue can be used by the Village to finance eligible improvements and costs incurred to redevelop the TIF district. III. Job creation The Project will create new construction and permanent employment opportunities within the Village. Although the exact number and type of jobs will depend on the ultimate users of the data center buildings, CHQ anticipates that a full build -out of both Building 1 and Building 2 will create a similar, or slightly higher, number of construction and permanent jobs as compared to the employment projections provided in connection with the original PUD approvals in 2021-22. A. Data Center Operational Employment CHQ estimates at least 225-450 permanent jobs will be created by the development of both Building 1 and Building 2. Approximately 80% of these jobs will be for skilled, high -earning professionals with an estimated annual salary of $78,500+. These operating employees will include mechanical engineers, electrical engineers, computer engineers, security personnel, maintenance personnel, and real estate property managers. CHQ anticipates that a significant number of these high -earning professionals will choose to live in close proximity to the Property, given the 24-hour nature of the facility. B. Data Center Construction Employment CHQ estimates that at least 900-1,000 construction personnel will be employed on -site during construction of each data center building, and full build -out of the Project will involve at least 6.4 million labor hours. C. Additional Revenues Both construction workers employed on the Project and permanent operational employees will support economic development and revenue growth within the Village. CHQ anticipates that a significant number of the permanent employees will choose to live in close proximity to the Property. Both resident and commuter employees, as well as business travelers and other visitors to the site, will generate increased sales tax revenues from purchases at local retail stores, restaurants, hotels, and other businesses. IV. Park Improvements Donation In conjunction with the 2022 Final PUD Approval, CHQ agreed to make a park contribution in the amount of $2,000,000, to be made in three installments (one per Building). Because the proposed amended PUD includes two buildings rather than three, CHQ proposes to make the donation in two payments that are proportional to the square footage of each of the two Buildings. The park contribution will be further addressed in an agreement to be entered into between the Village and CHQ prior to issuance of a building permit for the construction of the first Building. 3 17800\00001 \4897-5662-2187.v6 Page 109 of 1060 2025-09-18 233 North Water St., 6 th Floor Milwaukee, WI 53202 USA wsp.com/data-centers The CIoudHQ ORD1 facility located at 1200 E Algonquin Road, Mount Prospect, IL targets limited water use by its heat rejection system. To accomplish this, the facility is pushing the boundaries of market practices to raise the temperatures within the critical spaces to the maximum that the equipment can support. This allows for increased water temperatures throughout the facility, reducing the power required by the chillers to transfer the heat. Additionally, this allows for more rapid transition off of the adiabatic trim system to full • heat rejection of the system. The latest heat rejection design implements a cutting edge technology, Adiabatic Dry Coolers. This is a closed loop heat rejection system that normally uses zero water. Any time the ambient temperature is above the transition point, the equipment runs completely dry with no evaporative water used for heat rejection. During those short periods where the ambient dry bulb temperature raises above the full dry operational point, an adiabatic spray system engages to depress the inlet air temperature going through the equipment. This allows the facility to better balance energy efficiency with water use. The communicated Hourly Maximum values represent the peak design conditions that the facility is designed to. The heat rejection system is selected based on the ASHRAE 20-year extreme ambient temperature of 102.1'F for this location. That value does not represent a normal operating value. It is a historical analysis performed by ASHRAE and represents the temperature that historically has a 1/20=5% chance of occurring at some time during a given year. This does not indicate the temperature will be sustained for any period of time, but merely that there is a 5% chance of that temperature being reached for any period of time in a given year. The Daily Average, Max Daily, and Annual Sum values are all based off of TMY3 BIN data. This is data that has been compiled based on historical weather data for the area to build a representative 66 average" year with ambient data assigned for all 8,760 hours throughout the year. This BIN data is then utilized to develop the Daily Average, Max Daily, and Annual Sum values to represent the expected water use A Worst Case 24 hour Diurnal curve will be provided graphically representing the Max Daily information. This is based off of the BIN data covering the highest temperature 24 hour period expected from an average year. This will show during an average year, only on the worst day, water will only operate during the hottest periods of the day. This is intended to clearly explain the apparent incongruities between design and expected water use, as well as describe how water is utilized for cooling on this site. Sincerely, ■ Kevin Cooper, PE Vice President, Mechanical Engineer 518.795.0471 WSP USA Buildings, Inc. Page 110 of 1060 cu n '°`"'"P"s"""' Mount Prospect Public Works Department \I INTEROFFICE MEMORANDUM TO: COMMUNITY & ECONOMIC DEVELOPMENT DIRECTOR JASON SHALLCROSS, AICP, CECD FROM: PROJECT ENGINEER CHUCK LINDELOF DATE: OCTOBER 10, 2025 SUBJECT: PZZ25-000023; CLOUD HQ PUD AMENDMENTS & PLAT OF SUBDIVISION (1200 E. ALGONQUIN ROAD AND 1200 DEMPSTER STREET WATER & SANITARY SERVICE DEMANDS We have received the anticipated peak demand information for water and sanitary services for the proposed CloudHQ development. Our consultant has incorporated this information into the hydraulic model of the existing Village water and sanitary systems and confirmed that these existing systems are sufficient to accommodate the anticipated demands. We have flow tested and further confirmed that these results are accurate. Per these results, no upgrades to the Village systems will be necessary to accommodate the proposed CloudHQ development. Please feel free to call if you have any questions. Chuck Lindelof Page 1 of 1 Page 112 of 1060 1-1 ZONING DISTRICT PERFORMANCE STANDARDS AND "GAP" ANALYSIS MOUNT PROSPECT TECHNOLOGY CAMPUS PLANNED UNIT DEVELOPMENT PUD AMENDMENT APPLICATION Tur Ventures LLC ("Tur") owns the eastern portion of the former United Airlines Operations Center site located at 1200 E. Algonquin Road and 1200 Dempster Street (the "Data Center Parcel"). Tur also owns a smaller parcel located at the southeast corner of the intersection of Dempster Street and Linneman Road (the "Substation #1 Parcel"), which is currently being developed for an electrical substation to serve the Data Center Parcel. The Data Center Parcel and the Substation #1 Parcel are, collectively, the "Property". In 2021 and 2022, the Village of Mount Prospect (the "Village") approved a PUD for a data center campus on the Property. Now, Tur, with its affiliates, including CloudHQ LLC (Tur and its affiliates are, collectively, "CHQ"), proposes an amendment to the approved PUD, that will allow it to continue to redevelop the Data Center Parcel as a data center campus (the "Project") as further detailed in CHQ's final PUD amendment application. The Village requested that CHQ provide a supplemental "gap" analysis addressing the changes in bulk, intensity, and 1-1 Zoning District performance standards between the plans approved by the 2022 Final PUD Ordinance ("Original Plans") and the proposed amended PUD plans (the "Amended Plans"). A. Bulk Standards The Amended Plans reflect the following changes with respect to bulk: 2022 Final PUD Ordinance Amended Plans Number of buildings 3 2 Building square Each building: 566,767 SF Total: Building 1: 1,3005000 SF footage 1,700,301 gross SF Building 2: 8725000 SF Total: 2,172, 000 SF Building height Height of building: 81' (to parapet) Height of building: 85' (to parapet) Equipment Penthouse: 79 feet Equipment Penthouse: 109' Administrative block: 54 feet Mechanicals: 121(Building 1), 138' (Building 2) Administrative block: 60' (to parapet) Lot coverage 75% 82% B. Performance Standards Both the Original Plans and the Amended Plans demonstrate compliance with all Performance Standards of the 1-1 Limited Industrial District under Section 14.2104.G of the 1 17800\0000 1\493 8-6522-9427.0 Page 113 of 1060 Village Zoning Code (the "Performance Standards," set forth in red below). Development of the project in accordance with the Amended Plans will achieve comparable or improved performance with respect to each Performance Standard, as specifically addressed below and in CHQ's application materials: 1. Noise Limitations- No industrial activity shall generate noise across any residential or business zoning district boundary line in excess of the levels shown in table I of this section, nor shall exceed seventy one (71) dBA when measured on the A -weighted scale. Noise limitations are addressed in the separate acoustical study provided by CHQ. As detailed in the acoustical study, the project will meet the Village's performance standards for daytime and nighttime noise limits during routine operations and will meet the Village's maximum sound level of 71 dBA during emergency operations. Emergency operations would occur only in rare circumstances, such as a full utility outage. Additionally, operational controls and mitigation measures will be implemented effectively to prevent excessive noise levels. CHQ will continue to evaluate site conditions to ensure compliance with applicable environmental and Village noise standards and community expectations. Should any changes arise, appropriate actions will be taken and communicated. See gap report table below comparing the noise levels from the original 2022 PUD submission with current 2025 PUD submission: Previous PUD - 2022 U dated - 2025 Receiver/Home Receiver Number Day Limit dB(A) Night Limit dB(A) Emergency Limit dB(A) Day dB(A) Night dB(A) Emergency dB(A) Day dB(A) Night dB(A) Emergency dB(A) Crystal Towers Condos 1 56 52 71 49 48 63 51 47 67 Myers Place 2 56 52 71 48 48 61 51 47 65 1510 Dempster St 3 56 52 71 51 50 66 53 49 68 Birch Manor Condos Northeast 4 56 52 71 49 48 64 50 46 65 Birch Manor Condos Southeast 5 56 52 71 52 51 69 54 50 70 Birch Manor Condos - North 6 56 52 71 47 46 64 49 46 65 Birch Manor Condos - South 7 56 52 71 50 48 69 53 51 70 636 Pickwick 8 56 52 71 44 43 60 47 45 60 648 Dempster 9 56 52 71 52 51 67 53 51 66 2. Vibration Limitations- i b. No industrial activity shall be responsible for the transmission of earthborne vibrations across any residence or business zoning district boundary line in excess of the displacement limits established through use of the following formula- 2 17800\0000 1\493 8-6522-9427A Page 114 of 1060 7 ® The vibrationin cycles per second The vibration generating equipment that will be used in this project (chillers and generators) have vibration isolators on each unit to limit vibration transmission to the ground contained within the building. Therefore, the equipment will not cause a nuisance or transmit earthborne vibrations across any residence or business zoning district boundary line. Both the Original Plans and the Amended Plans meet this standard, with no transmission of earthborne vibrations across residence or business zoning district boundary lines. ® Smoke And Particulater® opacityFor the purpose of determining the density or equivalent in circul Ringelmann chart as adopted and published by the United States bureau of mines i daining The emission, from all sources within any zoning lot, oi-pa-T6G����� more than ten percent (10%) by weight of particles having a particulate diameter larger than fortv four (44) microns is prohibited. 3 17800\0000 1\493 8-6522-9427.0 Page 115 of 1060 pmen The pro, osed cleve, t will meie�t all peffbii�r'Mance stanclwclfor MN MIN e'Missions., p Amended Plans. will sign cantly, red ucie emissions, of articu ate matte�ir and othe�r ,n p air poillutalcom�pared to ffie Original Plansi., ,n Emissil'ons Comparison 2025 Design 52.26 7.29 0.59 2.67 2022 Design 2,025 Des'ign Structures 3 2 MW per 84 24,0 & 120 Site, IMW 252 360 D ie s e, I In g in e Generators Cat 175-16 3 .-2 750,516e, Cat C'1 Number 150 -Cat 172 27 Anniiat SchedUted Ma4intenance Hours 8 8 8 An n U a t Emergency Hours (Est.) 100 100 '100 C I ntroils "0 SOR SCRADOC/UPF SGRI'DOCIDPF AnnUat emIssiolins estimate 'Ours' 2022 es'ign II Ox 43.3 42.0 '10.,3 c 0 48.6 4.5 2.8 vocs 18.7 0.3 0.2 RM 12.0 2.5 OA �E mJ's s i o n s Per MW 20,25% tower 4 emiss,ions NOx 0,172 0.1,17 0,,029 0.145 co 0.193 0,.,0'12 0.,008 0.020 vocs 0.07 O,w 000.,001 0.002 RM 0.048 0.007 0.,000 0.007 4 17'810,01",,,0,0,0,0,1"',4,93,181-6522-,9,,427,.v3 Page 116 of 1060 L regulations . Fire And Explosion Hazard Limitations: The following those pertinent requirements contained in the Mount Prospect fire prevention code and all other applicable fire and explosion ordinances: exterior (1) Said materials or products shall be stored, utilized, or produced within completely enclosed buildings or structures having construction in accordance with other ordinances of this code. In response to a. and b., the three solutions that will be stored on -site are a propylene glycol solution (32% concentration), diesel exhaust fluid (32.5% urea concentration), and #2 diesel fuel. The propylene glycol solution and the diesel exhaust fluid do not have a flashpoint. The #2 diesel's flashpoint is 125.6 degrees Fahrenheit. Its use will comply with the standard above because (i) it will be stored within completely enclosed, underground structures (i.e., underground storage tanks) having exterior walls of fire resistive construction in accordance with applicable laws. i (1 ) That the final manufactured product does not itself have a closed cup flashpoint of less than one hundred eighty seven degrees Fahrenheit (1 870F). (2) That the use and storage of such materials shall be in conformity with standards prescribed by the National i requirements of other ordinances of this code. There will be no manufacturing processes occurring on the Subject Property. 5 17800\00001 \493 8-6522-9427.v3 Page 117 of 1060 The Data Center Buildings, Substation 2, and the other ancillary uses of the Subject Property will not release hazardous or toxic airborne materials. See also discussion above regarding airborne emissions. As part of CHQ's ongoing environmental monitoring and compliance efforts, an internal review has been conducted to assess potential odor impacts associated with the future operations at the property. Based on evaluation of existing sites and operational activities, CHQ confirms that no odorous matter shall be emitted from the site across any lot lines. Operational controls and mitigation measures will be implemented effectively to prevent the release of odorous substances (if they were to occur). CHQ will continue to evaluate site conditions to ensure compliance with the Performance Standards and any other applicable environmental and community standards. Should any changes arise, appropriate actions will be taken and communicated. Both the Original Plans and the Amended Plans meet this standard, with no transmission of odorous matter across lot lines or across residence or business district boundary lines that would cause a nuisance or discomfort to neighboring uses. The data center operations will be almost exclusively conducted within enclosed buildings. Rooftop and ground -mounted equipment will be visually screened, and outdoor maintenance and other outdoor activities will be infrequent. The data center use will generate significantly fewer vehicular traffic movements, and require fewer outdoor parking spaces, as compared to traditional industrial development. In short, CHQ expects that no operations on the Subject Property will result in direct or indirect illumination in excess of 6 17800\0000 1\493 8-6522-9427A Page 118 of 1060 one-half of one foot-candle when measured at any resident or business district boundary line. Both the Original Plans and the Amended Plans meet this standard. C. Sustainability Although the Amended Plans will increase the overall size and capacity of the data center facilities on the property, the current Project will have a reduced environmental impact, and be "greener" and more sustainable, as compared to the Original Plans and 2022 PUD approval. Advancements in design and technology allow the development to achieve greater capacity with an overall reduced impact on the environment and natural resources, including reduced airborne emissions (as discussed above) and water usage. Additional information regarding expected water use and efficiency improvements in the data centers' heat rejection system is provided under separate cover. Regarding water usage, each data center building will use a "closed loop" heat rejection system to cool the servers. The system includes internal "fan walls" in the server halls that pull in hot air generated by the servers, and liquid -filled coils that then reject the heat. The system also includes the transfer of heated air, via similar liquid -filled coils, from the servers to outdoor chillers and coolers that then reject the heat to the ambient air. The liquid in the coils is water and food -grade (non -toxic) propylene glycol. Once a building's system is filled with water upon commencement of building operations, the system, when operated and maintained properly, does not require any additional water, unless the outdoor temperature reaches 92+ degrees Fahrenheit, at which time the system uses sprayers to further cool some of the cooler's elements. Additional information regarding expected water use and efficiency improvements in the data centers' heat rejection system is provided under separate cover. Additionally, both Building 1 and Building 2 will be designed to a LEED Silver standard and will meet CHQ's Global Design Standards, which prioritize inclusion of sustainable building and site - design elements to reduce light pollution and increase energy efficiency, water efficiency, operational waste handling, embodied carbon, biodiversity, enhanced climate change resilience, sustainable transit provisions, and guidelines for use of alternative fuels, and a wide range of other aspects of building performance. CHQ's commitment to sustainable practices and environmental performance standards is detailed in its Sustainable Development Plan ("SDP," copy attached), which applies to all new CHQ developments, including the Project. The SDP establishes goals to, among other things, promote energy efficiency and optimize energy performance, reduce environmental emissions and waste, enhance biodiversity, and conserve natural resources. 7 17800\0000 1\493 8-6522-9427.0 Page 119 of 1060 Cloual--iQ SD PDevelopment Plan -01.0 Sluistainial e 'i�� "'ICI ,�nnn��' �'�, �I°�'"u� ��ual"° 1�� IIII�"� �� � 'I�"' �� '� �k I°�� �� Moha m mad Ali, Keith Ha rney, And rew Ha rrison, Pele Hlohm,, Tifla ny Lathe, M rich I e, Muito,, David McKeega n. B r'i an OH a ra 11 Pa t d ck Qu'i n n . Er' i n Ra rn a n a . A I ex, Til I ey,,, B r i a In Ze m ci k,, C,a r I os Cutting; i� �a � u ,��mm��I �I ^���I �l@ III°� ���u��� III, ; �'u������Jli Ybvl 0 N wit, 71"" 1,11 III ' C [i., () 1,,) D 1-11, Q B L.)', 11VI N E S S W 10 ........... ........... ii's ".0 j "'�l ,, � , " "Ia�J, I l'i -"'� �"'Jli""l b c t t JF)�� C S"' t e v t CO'S t 111"'i o p t',;il Ivlv ","l, 00 Jl' tjj f" i 'S f o ( i �� w�,� ,���mm� �"w��' Illa,� ' .11C'IFIVES The purpose ofthe Sustainable evelopment, Policy (Sl Ip) isto establish the rniinIMIUM e envirionmental pefformianice levelthat CloudHQ developm nts miust meet, It appli'lesto aill Iniew C I o u d Q d ev e I o p m e nts. REVISION HISTORY 04/26/2022 1/202 2 Draft update Coimmitteei Draft 9/29/2022 ittee Draft — en ha nced language Co,imm, 22/ 2/2023 Finall Draft ClloudHIQ Thin do ciu me nit clointallins coinfidenitial I praIprietairy and inloin-lp uilbll lic linforimat'lonii and lis lintenide,d f0ir thie solle use aind bin eflit of C-11ouidHIC). Any uinauth-anized iteview, use, disclosuire or distribution withouit thin e express wriliffen c,loinsentilof Gl-oulldHQ lis strilictly 1p rohillbilted. Page 120 of 1060 i///af111D�� amur u��nuu PIDr1,� ,Siu;s ry�m IG� I U �ilf�fiwiff/' j m,r SDP-01.0 Sustainable Development Plan u �I�,'u�s� �I�,°u,° '�III;�°u �I nett A �I.11 f�\ I E,`: ��P IJ 2.01. I.AIC ! D a. Select new sites for potential data center usage in consideration of SDP1.1 Sustainable Site Selection Guidelines, before acquisition. b. Support the development of sustainable cloud infrastructure and broader access to technology by selecting sites of strategic importance to sustainable cloud infrastructure providers. C. Prioritize sites of strategic importance within national and regional energy and heat networks, including availability of renewable energy infrastructure, where possible. d. Prioritize sites of strategic importance within international telecommunications networks. e. Assess the suitability of new plots as a data center site using the SDP1.1 Sustainable Site Selection Guidelines, and report the measured score to the CHQ sustainability committee. f. Engage with regional and local authorities and relevant stakeholders to understand environmental and social priorities to the local community and region, prior to land acquisition and brief definition. g. Establish the site masterplan in accordance with the identified environmental and social priorities. h. Complete a biodiversity pre -assessment using SDP1.2 Biodiversity Pre -assessment Guidelines and comply with the sustainable landscaping requirements identified in the CloudHQ Global Design Standards. i. Select new sites for enhanced climate change resilience in accordance with the criteria identified in the CloudHQ Due Dilligence Checklist. Define site design criteria for enhanced climate change Vulnerability and climate change risk assessment in accordance with CloudHQ Global Design Standards. Prioritize community engagement at an early stage, engaging in thoughtful conversations with the local neighbors, and incorporating feedback into the early design process where applicable — always with the intent of being a good neighbor. We take great pride in open dialogues with the public, often understanding the local needs of the area and finding opportunities to enhance (through landscaping, trails, ponds, etc) the local fabric of the community. k. Work with sustainable cloud infrastructure providers to design and deliver facilities that meet and exceed their sustainability requirements and deliver their infrastructure needs as sustainably as possible. I. Develop the facility design in accordance with the sustainable building design requirements defined in CloudHQ's Global Design Standards'. Record any deviations at key design milestones and obtain senior team sign -off. m. Incorporate applicable sustainability concepts from relevant green building rating systems such as LEED. Assess performance against an applicable rating system and identify opportunities for improving the development's environmental impact to a targeted goal of Gold or equivalent standard. Incorporate the measures necessary to achieve such a standard where these are feasible and consistent with the broader development objectives. n. Assess the site for compliance with LEED requirements or those of an equivalent green building rating system during the early concept design. Use the assessment to identify opportunities for improving the development's environmental impact up to a LEED Silver/Gold or equivalent standard and incorporate these measures where feasible and consistent with the broader development objectives. o. Reduce light pollution, and increase night sky access, improve nighttime visibility, and reduce the consequences of development for wildlife and people. ' The CloudHQ Global Design Standards stipulate minimum requirements related to sustainable building design. These include energy efficiency, water efficiency, operational waste handling, embodied carbon, biodiversity, enhanced climate change resilience, sustainable transit provisions, guidelines on the use of alternative fuels and a wide range of other aspects of building performance. CloudHQ Page 2 of 7 This document contains confidential, proprietary and non-public information and is intended for the sole use and benefit of CloudHQ. Any unauthorized review, use, disclosure or distribution without the express written consent of CloudHQ is strictly prohibited. Page 121 of 1060 i///af111D�� amur u��nuu PIDr1,� ,Siu;s ry�m IG� I U �ilf�fiwiff/' j m,r SDP-01.0 Sustainable Development Plan p. Work with regional and local authorities and relevant stakeholders to identify potential users of waste heat. Incorporate facilities to provide heat free -to -use at the site boundary, according to the CloudHQ Global Design Standards and according to the identification of a suitable user. q. Assess opportunities to incorporate on -site renewable, zero -carbon and alternative energy storage and generation technologies into the development. r. Identify opportunities for the direct connection of off -site renewable energy infrastructure to the development. Incorporate suitable opportunities into the campus energy supply strategy where feasible. S. Ensure the sustainable and regionally -appropriate use of water in accordance with the CloudHQ Global Design Standards. Avoid the use of potable water for irrigation. Promote the use of alternative water sources that do not increase water stress and prohibit the use of potable water for cooling purposes in any area defined as having a water source stress level greater than "low" by the World Resources Institute2. t. Assess the market availability of HVO and alternative fuels and ensure that the generator system is suitable for compatibility with HVO in accordance with CloudHQ Global Design Standards. U. Identify local and national sustainability and energy efficiency programs. Assess opportunities to design and construct in accordance with their requirements and incorporate them into the development process where possible. V. Optimize energy performance according to LEED guidelines and identify ways to further design energy efficient data centers in an effort to achieve increasing levels of energy performance beyond the prerequisite standard to reduce environmental and economic harms associated with excessive energy use and greenhouse gas emissions that disproportionately impact frontline communities W. Incorporate advanced energy metering to support energy management and identify opportunities for additional energy savings by tracking building -level and system -level energy use, in accordance with LEED. X. Tender pre -construction and construction contracts in compliance with the CloudHQ Responsible Sourcing Guidelines'. Collect the identified sustainability metrics and evaluate these as part of the tender appraisal process. y. Work with potential tenants to identify strategies for the collection and recycling of electronic waste and to provision for these in the building design. Z. Ensure the materials used during the development processes are in accordance with LEED standards for low emitting materials to reduce concentrations of chemical contaminants that can damage air quality and the environment, and to protect the health, productivity, and comfort of installers and building occupants aa. Provide electrical vehicles and bicycle stations to promote bicycling and transportation efficiency and reduce vehicle distance traveled, and addition to improving public health by encouraging utilitarian and recreational physical activity. bb. In an effort to encourage adaptive reuse and optimize the environmental performance of products and materials, CloudHQ demonstrates reduced environmental effects during initial project decision -making by reusing existing building resources or demonstrating a reduction in materials use through life -cycle assessment through LEED approved guidelines and strategies. cc. Strive for considerate and thoughtful design practices for all employee and tenant office spaces, focusing on quality of daylight, quality views, and work environment as defined by LEED guidelines 2 "Low" is defined as the lowest category of baseline water stress (0-1) according to the World Resource Institute's Acqueduct tool. Where wet cooling is shown to provide significant greenhouse gas savings and water stress is low -medium or greater, alternative water sources may only be used where they do not are not suitable for utility potable or agricultural usage. ' The CloudHQ Sustainable Sourcing Guidelines seek to encourage the use of sustainable procurement options in construction and operation. They encourage the use of local community suppliers, and those that disclose and aim to reduce their environmental impact. They also encourage the use of sustainable alternatives to conventional consumables such as fuels, refrigerants and electricity tariffs. CloudHQ Page 3 of 7 This document contains confidential, proprietary and non-public information and is intended for the sole use and benefit of CloudHQ. Any unauthorized review, use, disclosure or distribution without the express written consent of CloudHQ is strictly prohibited. Page 122 of 1060 i///af111D�� amur um�nuu PIDr1,� ,Siu;s ry�m IG� I U �ilf�fiwiff/' j m,r SDP-01.0 Sustainable Development Plan m 3 1',1"ANDD fIC" dd. Carry out all activities in accordance with the CloudHQ Global Safety Guidelines for Development4, including air quality management, with organized strategies to increase cleaner and in conformance with LEED or equivalent. ee. Certify the development using LEED or an equivalent green building rating system where appropriate. ff. Minimize air -borne, water -borne and other forms of pollution through the selection of appropriate best practice demolition, remediation and construction methods. Administer these activities according to a construction pollution prevention plan, in accordance with the requirements of the green building rating system and/or local or national code where applicable. gg. Carry out demolition, remediation and construction activities in such a way as to maximize on -site re -use of demolition arisings, reclaim any recyclable materials and minimize waste to landfill. Administer these activities according to the requirements of a construction waste management plan, in accordance with the requirements of the green building rating system and/or local or national code where applicable. hh. Carry out demolition, remediation and construction activities in such a way as to minimize the impact of traffic, noise, dust and other nuisances on the surrounding community. Assess opportunities to reduce the impact of construction activities through the use of alternative construction practices. Where applicable certify the development using an appropriate local or national certification system [such as the UK Considerate Constructors scheme].Record the total quantity of waste to landfill throughout the demolition, remediation and construction process. ii. Schedule and complete pre -development and pre -construction activities in accordance with the campus biodiversity strategy. jj. Provide LEED approved enhanced commissioning strategies to further support the design, construction, and eventual operation of a project that meets the owner's project requirements for energy, water, indoor environmental quality, and durability 4 The CloudHQ Global Safety Guidelines for Development seek to safeguard the well-being and safety of personnel involved in construction and construction -related activities. They do this by providing good practice guidance and describing the minimum requirements we expect CloudHQ employees and our partners and suppliers to observe in protecting one another's health, safety and environment. CloudHQ Page 4 of 7 This document contains confidential, proprietary and non-public information and is intended for the sole use and benefit of CloudHQ. Any unauthorized review, use, disclosure or distribution without the express written consent of CloudHQ is strictly prohibited. Page 123 of 1060 i///af111D�� amur u��nuu PIDr1,� ,Siu;s ry�m IG� I U �ilf�fiwiff/' j m,r SDP-01.0 Sustainable Development Plan kk. Work with the tenant where applicable to develop a sustainable operating strategy, using the CloudHQ Standard Operating Procedure template for sustainable, climate -resilient facility operations5. Incorporate ISO 50001 (Energy Management) and ISO14001 (Environmental Management) principles where applicable to optimize the facility's energy consumption and environmental performance. II. Conduct periodic reviews of energy and water consumption in any facility we operate. Compare the measured values with facility design estimates and identify any discrepancies. Collaborate with the tenant to propose and establish potential strategies for corrective action. mm. Measure and record operational power and water consumption where applicable. nn. Plan and document routine maintenance and end of life planning for powered equipment to ensure reliability and energy efficiency. Incorporate Life Cycle Assessment (LCA) principles into the procedure for end of life planning, in a manner consistent with ISO 14040, ISO 14044 or an equivalent, internationally recognised standard. oo. Collect greenhouse gas data in accordance with the CloudHQ Inventory Management Strategy. pp. Provide facilities for, ensure and encourage the separation of municipally recyclable materials from general waste wherever we operate. Measure and record quantities of operational waste to landfill, and to each municipally collected recycling stream. Assess UL Zero Waste to Landfill (UL 2799) and TRUE Zero Waste certification for all new buildings that we operate and pursue certification wherever feasible. qq. Tender operational supply contracts in compliance with the CloudHQ Responsible Sourcing Guidelines'. Collect the identified sustainability metrics and evaluate these as part of the tender appraisal process. rr. Provide Tenant Design and Construction Guidelines to educate tenants about implementing sustainable design and construction features in their tenant improvement build -out ss. Review direct -appointed supply contracts on an annual basis in accordance with the CloudHQ Responsible Sourcing Guidelines. Identify sustainable alternative procurement options where feasible. tt. Incorporate CloudHQ Standard Operating Procedures for enhanced climate change resilience where applicable. Communicate with tenants in relation to climate change -related risks where appropriate. uu. Maintain and promote a safe and healthy work -place that promotes employee well-being and a positive, inclusive working environment. 5 CloudHQ Standard Operating Procedures provide a framework for sustainable, assured operations management. They include protocols that safeguard the environment and establish continual improvement in energy conservation, water usage, waste management and other key areas of operational sustainability. They also align with commonly recognised certification systems including ISO9001, ISO14001 and ISO50001, and can contribute to certification when implemented under an appropriate framework. ' The CloudHQ Sustainable Sourcing Guidelines seek to encourage the use of sustainable procurement options in construction and operation. They promote the use of local community suppliers, and those that aim to disclose and reduce their environmental impact. They also encourage the use of sustainable alternatives to conventional consumables such as fuels, refrigerants and electricity tariffs. CloudHQ Page 5 of 7 This document contains confidential, proprietary and non-public information and is intended for the sole use and benefit of CloudHQ. Any unauthorized review, use, disclosure or distribution without the express written consent of CloudHQ is strictly prohibited. Page 124 of 1060 i///af111D��� amur u��nuu PIDr1,� ,Siu;s ry�m IG� I U �ilf�fiwiff/' j m,r SDP-01.0 Sustainable Development Plan ���,� ��,u� �u°� ,,,,� o �x �Il' IJ �I�u"'��w�� ��.. �I�,u, �n �� �lx�� ��p�n ���,,,���� ���ux��� �I�°�,a �I� �nux�� ����� �� nl� n�Cx�,� �h, , �� ���,v wlri d „ IIIh ��I,7i IIII IIII"°IQI IIII IIII"°lal a �' vv. Encourage all employees, regardless of affiliation, position, or title, to provide suggestions for improving corporate sustainability. ww. Require designated employees to attend sustainability training as a mandatory component of their continuing professional development requirements. xx. Enable the use of virtual meetings, training and team building exercises. Provide facilities for video and telephone conferencing at all sites to facilitate effective remote working where possible and minimize the incidence of unnecessary business travel. yy. Enable hybrid and remote working models where appropriate in accordance with the CloudHQ Remote Working Policy. zz. Facilitate enhanced employee wellbeing throughout CloudHQ platforms through the CloudHQ Employee Wellbeing Policy aaa. Promote employee and partner wellbeing and a positive sense of team and community through inclusive team -building events, away -days and related initiatives. �muiuiiiu nil�ema ip,i °°Y�II �"' °� "° i �nl, mna mux au I "��� I a��� 4.2 n��u, n �u,�U��� ���„ IIII IIII IIIV m��u"��d III n� m,m�,u,,,�,, �u��Rwl III n� �u�� �)wx����� �� � ��m� 6 �uX� III n� tlnl urc III IIII Illb ��,� x,,, bbb. Ensure that all of our business and that of all suppliers to CloudHQ and affiliated companies is conducted in an honest and ethical manner. ccc. Keep records ensuring that all suppliers have received, acknowledged and committed to compliance with CloudHQ's family of legal policies, including: • CloudHQ Anti corruption and bribery policy • CloudHQ Modern slavery policy • CloudHQ Data privacy policy • CloudHQ Supplier code of conduct 4. 3 u,u,u,u 1 gyp°„uii v Yi v a t' ai II im i a III''iii d I Ilm°Iris r"v e e III' ", i nt ddd. Establish protocols for continual improvement and benchmarking of good practice guidance for sustainability performance. Complete reviews annually and report results to the CHQ sustainability committee. eee. Assess industry -wide best practice to identify best -in -class behaviors and commitments in sustainability. 4.4 .u,u,u n�°'III", � II °Illu fl �u,�N� IIm 6�u�n1 IIumN�� Q ,uN� , &I° id Ui ,c bs uii IIr e M. Publish corporate sustainability targets and report annual performance against the identified objectives. ggg. All CloudHQ data centers shall be climate neutral in accordance with the provisions of the Climate Neutral Data Centre Pact. This includes the requirements for water consumption, circular economy, energy efficiency and matching of data centre electricity demand with renewable or carbon free energy, for all facilities globally. hhh. Measure and publicly report aggregated greenhouse gas emissions data and energy usage. iii. Measure and disclose aggregated corporate water usage alongside regional measures of water stress. CloudHQ Page 6 of 7 This document contains confidential, proprietary and non-public information and is intended for the sole use and benefit of CloudHQ. Any unauthorized review, use, disclosure or distribution without the express written consent of CloudHQ is strictly prohibited. Page 125 of 1060 i///af111D��� amur u��nuu PIDr1,� ,Siu;s ry�m IG� I U �ilf�fiwiff/' j m,r SDP-01.0 Sustainable Development Plan jjj. Establish regional targets for net biodiversity gain. Target net biodiversity gain for all developments. kkk. Establish regional targets for waste, including operational waste to landfill. Measure and publicly report quantities of recycled waste and waste to landfill for all CloudHQ operations. III. Establish regional targets for sustainable sourcing. Measure and publicly report sustainable sourcing metrics for all CloudHQ operations. CloudHQ Page 7 of 7 This document contains confidential, proprietary and non-public information and is intended for the sole use and benefit of CloudHQ. Any unauthorized review, use, disclosure or distribution without the express written consent of CloudHQ is strictly prohibited. Page 126 of 1060 Zoning Standards Updated October 15, 2025 Tur Ventures LLC ("Tur") owns the eastern portion of the former United Airlines Operations Center site located at 1200 E. Algonquin Road and 1200 Dempster Street (the "Data Center Parcel"). Tur also owns a smaller parcel located at the southeast corner of the intersection of Dempster Street and Linneman Road (the "Substation #1 Parcel"), which is currently being developed for an electrical substation to serve the Data Center Parcel. The Data Center Parcel and the Substation #1 Parcel are, collectively, the "Property". In 2021 and 2022, the Village of Mount Prospect (the "Village") approved a planned unit development ("PUD") for a data center campus on the Property. Now, Tur, with its affiliates, including CloudHQ LLC (Tur and its affiliates are, collectively, "CHQ"), proposes an amendment to the approved PUD that will allow it to continue to redevelop the Data Center Parcel as a data center campus (the "Project") as further detailed in CHQ's final PUD amendment application. The Project meets all applicable standards for approval of the PUD amendment, including all requested zoning and subdivision exceptions and other relief in accordance with CHQ's application materials. As set forth below, the Project satisfies the applicable general standards for PUDs, standards for requested PUD exceptions, and conditional use standards. General Standards for Planned Unit Developments: The Project complies with the "General Standards for Planned Unit Developments" under Section 14.504(A) of the Village's Zoning Code, as follows: 1. Except as modified r in the finali , the proposed compliesdevelopment it the regulationsthe districtdistricts in whichit is to be located. Except to the extent modified by the exceptions that would be approved with the requested Planned Unit Development, and assuming approval of CHQ's other requested relief, the proposed development complies with the regulations. ® The principalin the proposed planned unitis consistentirecommendations of the Comprehensive i containing jsite. On the "Future Land Use Map" within the Village's Comprehensive Plan (See Comprehensive Plan, p. 84), the Property is designated as "Mixed Use District." The Comprehensive Plan describes "primary" Mixed Use District uses to include "heavy industrial" (see Comprehensive Plan, p. 82), while the "Future Land Use" map in the South Mount Prosect Plan (discussed below) calls for "industrial" uses (without distinguishing between "light" or "heavy") in the Mixed Use District. The proposed development is consistent with the Mixed Use District "key characteristics" articulated in the Comprehensive Plan as follows: • "Encourages the adaptive reuse of older buildings and sites." • "Encourages larger sites to allow for large-scale employment facilities, with lot consolidation in areas that would benefit from redevelopment. Also encourages incorporation of pedestrian amenities, plazas and landscape features that improve the support the pedestrian environment." o The proposed development satisfies both the above characteristics by presenting a unique opportunity to replace the vacated United Airlines corporate campus with a 4935-7536-3955.v3 Page 127 of 1060 comprehensive redevelopment. CHQ expects the Project to generate between 225-450 permanent jobs (within the Data Center Buildings) as well as construction jobs. CHQ has submitted a separate "Economic Impact Analysis" for the Project, which addresses job creation and other economic benefits to the Village. o The Project will include extension of public sidewalks and other streetscape improvements, as well as extensive landscaping, screening, and buffering improvements along the adjacent rights -of -way. • "Encourages buildings to face the street frontage, be consistent with the quality and character of the area, aims to achieve green building performance standards, and includes sustainability best practices for stormwater management, native plantings, and site design." o The Data Center Buildings are oriented so that the shorter, office -like administrative blocks face public streets to the extent possible, given the site's shape and orientation. The administrative block for the eastern half of Building 1 faces the corner of Algonquin and Linneman Roads, and the administrative block for Building 2 faces Dempster Street. The only adjacent residential uses are on the opposite side of Dempster Street. o The exterior building materials reflect a high -quality light industrial project and include steel and glass, white metal cladding, and stainless steel elements inserted into the Data Center Buildings' pre -cast panel reveals and other outer surfaces. The administrative block of each Data Center building visually breaks up the elevation and includes large glass windows, glazed areas, and stainless steel cladding. o The Data Center Campus incorporates best practices for stormwater management, including on -site detention basins, supplemental underground storage, planting beds, and other improvements. • "Provides adequate buffering of loading areas and transitions in building scale between adjacent uses." o Only Building 2 is adjacent to residential uses. CHQ will install a continuous evergreen hedge and additional landscaping along Dempster. As shown in the cross-section plan included in the application, the two-story administrative block of Building 2, with a height of 60 feet (to parapet), faces Dempster and is over 313 feet south of the closest residential buildings on the north side of Dempster. • "Promotes well-defined and convenient vehicular site access while minimizing the impact on traffic congestion." o Site access to the campus will be clear and well-defined. Primary access, including access for all in -bound 18-wheelers, is proposed off Linneman Road via a full access entrance and exit with manned security booths and gates. Emergency vehicle -only access will be provided from driveways on Algonquin and Dempster with emergency gates. As borne out by the data in the Traffic Study, data centers are relatively low generators of traffic. • "Promotes walkability by including streetscape that is accessible for all users and provides safe connections through parking lots, to adjacent uses, bus stops, recreational amenities and neighborhood centers that are within walking distance." 2 4935-7536-3955.v3 Page 128 of 1060 o Public sidewalks will be constructed on all three sides of the Property, which will connect pedestrians to the retail uses at the intersection of Algonquin, Dempster and Busse and to Kopp Park and the trail within the ComEd right of way adjacent to Kopp Park. In addition, the development will provide direct or indirect pedestrian connections to several Pace bus stops, including Route 230 running southbound along Linneman and Route 606 running eastbound/ westbound along Algonquin. A bus shelter will be installed at the corner of Algonquin and Linneman. In addition to the Comprehensive Plan, the Village's "Connect South MP" plan (identified as "a cohesive planning document for South Mount Prospect") (the "South Mount Prospect Plan") assesses the development opportunities for the Property. The proposed development is consistent with several goals articulated in the South Mount Prospect Plan, including: • The Subject Property is identified as an "opportunity site" in fact, "South Mount Prospect's largest opportunity site," recognizing that it is "considerably underutilized" since United Airlines relocated its headquarters in 2009. (See South Mount Prospect Plan, p. 53). The South Mount Prospect Pan states that, "Should redevelopment occur, warehousing or an industrial park is recommended." The proposed Data Center Campus is an industrial park, adding significantly to the property tax base and creating good jobs, but without bringing the traffic congestion that could result from a traditional industrial park or warehousing facility. • "Increase employment opportunities in South Mount Prospect to meet the needs of existing and future residents." (See South Mount Prospect Plan, p. 59, Objective 7.1.3). As discussed in the Economic Impact Analysis, the Data Center Campus is projected to generate 225-450 permanent jobs once fully developed, approximately 80% of which will be skilled professional jobs. As identified in the South Mount Prospect Plan, existing top employers in South Mount Prospect have approximately 100-150 employees. (See South Mount Prospect Plan, p. 50). • "Expand the tax base by attracting new business to locate in South Mount Prospect." (See South Mount Prospect Plan, p. 59, Objective 7.2.1). The Data Center Campus will be a significant investment in redevelopment of the former United Airlines site, which will greatly enhance the Village's property tax base and utility tax revenues. CHQ has submitted a separate "Economic Impact Analysis" for the Project. ® The proposed planned unitis in the publicinterest and is consistentipurposes of this zoningordinance. The proposed development presents an opportunity for the Village to replace a vacated corporate campus property with a comprehensive redevelopment of the entire approximately 50-acre site. The proposed development is consistent with the purposes of the Village Zoning Ordinance, including the purposes of the 1-1 zoning district, where data centers are a permitted use. In 2022, the Village approved an ordinance granting a conditional use for a final PUD for a data center campus on the Property (the "Final PUD Ordinance"). The current application seeks an amendment to the Final PUD Ordinance to approve amended plans ("Amended Plans") for a data center campus that will better meet current market demands and customer needs. The Amended Plans for the Project will serve the public interest by addressing the changing needs of business and the national and local economies, bringing redevelopment and economic growth to a target opportunity site in south Mount Prospect, and significantly enhancing the Village's tax base. CHQ expects the Project to generate new construction and permanent jobs, including skilled professional jobs, and substantial new property and utility taxes. CHQ has submitted a separate "Economic Impact Analysis" for the Project. 3 4935-7536-3955.v3 Page 129 of 1060 In general, data centers have minimal impact on municipal services. As detailed in CHQ's Traffic Study, the Project will generate significantly lower traffic volumes than other potential uses in the 1-1 zoning district, such as warehousing and distribution facilities. The Project will not require the Village to expend funds on public infrastructure and will not meaningfully increase the demand on the Village's fire protection or police services. Also, the Project will generate new tax revenues without a significant population increase. In conjunction with its approval of the original PUD, the Village Board of Trustees approved a resolution supporting a Cook County 6b Property Tax Incentive for this Project, which will be necessary in light of the substantial investment being made. ® The streetsi avoid - a. Inconvenient or unsafe access to the planned unit ; ® Traffic congestionin the streets whichadjoin i ; ® An excessivei , recreation areas, schools, and other public facilities whichto serve the planned unit. The proposed development will not include any new streets. The Data Center Campus will be a secured facility, with primary vehicular access provided via the main entrance on Linneman Road. Additional access points for emergency vehicles only will be provided on Dempster and Algonquin. As demonstrated by the Traffic Study, data centers are relatively low generators of traffic, and the proposed access improvements will provide safe and efficient access to the development. Planned Unit Development Exceptions: CHQ requests approval of the following zoning and subdivision exceptions as part of the PUD approval, pursuant to 14.504(C) of the Zoning Code: Exceptions from the Zoning Code: a. An exception from Section 14.305(B)(1) to permit an increase in the maximum number of ground mounted antenna towers or dishes located on a zoning lot from one to more than one. b. An exception from Section 14.306(A)(3)(b) to permit an increase in the maximum height of accessory structures in the 1-1 zoning district from twenty feet (20') to: Fifty-five feet (55-0") for the acoustical screen; ii. Not to exceed sixty feet (60'-0") for the above -ground TES tanks; iii. Not to exceed thirty feet (30'-0") for the non -occupied GIS-control enclosure in the switchgear yard. c. An exception from Section 14.306(A)(5) to permit an increase in the maximum number of accessory structures from two accessory structures to ten (10) fuel polishing sheds and twelve (12) screened thermal energy storage tanks. d. An exception from Section 14.309(A)(2) to allow temporary trailers or facilities to be located within the applicable setback requirements of the zoning ordinance. e. An exception from Section 14.318(B)(7)(a) to permit an increase in the maximum height of a fence permitted in the 1-1 zoning district from eight feet (8'-0") to fifty-five feet (55-0") for the mechanical yard screening structure. 4 4935-7536-3955.v3 Page 130 of 1060 f. An exception from Section 14.318(B)(7)(a) to permit an increase in the maximum height of a fence permitted in the 1-1 zoning district from eight feet (8'-0") to ten feet (10'-0") for perimeter security fencing. g. An exception from Section 14.318(B)(7)(a) to permit an increase in the maximum height of a fence permitted in the 1-1 zoning district from eight feet (8'-0") to fifteen feet (15-0") for a solid style screening fence on the north and west sides of substation #2 (Lot 5). h. An exception from Section 14.318(C)(2) to permit the barbed wire on top of the internal substation #2 fence to extend outward of the Property (Lot 5). i. An exception from Section 14.2104 (C) to permit an increase in the maximum building height from fifty feet (50'-0") to eighty-five feet (85) to parapet (60' to parapet of administrative blocks); penthouse to one hundred nine feet (109'); and mechanicals to one hundred twenty- one feet (121') for ORD1 and one hundred thirty-eight feet (138') for ORD2. j. An exception from Section 14.2206(E)(1)(a) to permit parking lot setbacks of less than 10 feet (10') from the property line. k. An exception from Section 14.2304 (13)(2) to permit a 43%/57% ratio of evergreen shrubs to deciduous shrubs. I. An exception from Section 14.2306(B) to waive the perimeter landscaping requirements as illustrated in the proposed landscape plans. m. An exception from Section 14.2307 to waive the foundation landscaping requirements as illustrated in the proposed landscape plans. n. An exception from 14.504(C)(5)(d) to permit a reduction in the area of open space within the PUD from 25% (as required in the underlying 1-1 zoning district) to 18%. o. An exception from Section 14.2104(D) to permit an increase in the maximum lot coverage requirement in the 1-1 zoning district from 75% to 82%. p. An exception from Section 14.2104(B) to permit a reduction in the minimum side yard requirement from fifteen feet (15') to zero feet (0') for the lot line between Lots 1 and 2. q. An exception from Section 14.2104(E) to permit a reduction in the minimum transitional setback requirement for parking lots from forty feet (40') to 17.8 feet along Dempster Street. r. An exception from Section 14.2207 to permit development of the Project with a total of 365 off-street parking spaces (including 12 accessible spaces and 16 EV spaces). s. Any other Zoning Code exceptions required to permit development of the Property with the Project as depicted on the approved final PUD plans. Exceptions from the Subdivision Code: a. An exception from Section 15.305(B)(2) to allow access to the arterial street for corner lots abutting an arterial street. Lots 1 and 2 each have an emergency access driveway on Algonquin Road, and Lot 3 has an emergency access driveway on Dempster Street. b. An exception from Section 15.305(B)(6) to allow the depth -to -width ratio to exceed two and one-half to one (2.5:1) for Lot 4 (irregularly shaped) and Lot 5 (ratio is approximately 3.07:1). c. Any other Subdivision Code exceptions required to permit development of the Property with the Project as depicted on the approved final PUD plans. Standards for Exceptions Approved in a Planned Unit Development: The Project complies with the "Standards for Planned Unit Developments with Other Exceptions" under 5 4935-7536-3955.v3 Page 131 of 1060 Section 14.504(C) of the Village's Zoning Code, as follows: reductionin the requirements this is in the publicinterest. The requested exceptions are necessary and appropriate for the development of an emerging use that is vital to the continued growth of the local and national economies. The Project will serve the public interest by addressing changing business and economic needs, bringing redevelopment, quality jobs, and economic growth to a target opportunity site, and significantly enhancing the Village's tax base. ® The proposed exceptionst adversely impact the value or use of any other property. The exceptions as a whole will not adversely impact the value or use of any other property. The development is a light industrial use, within an area already zoned 1-1 and will be surrounded on three sides by other industrial uses. While the exceptions allow a greater building height, the portion of the northern Building 2 that is closest to residential uses will be only 10 feet taller (including parapet wall) than the otherwise permitted height and will be separated from the closest residential buildings on the north side of Dempster Street by the length of a football field. As such, the height exception will not adversely impact the value of the residential properties to the north. ® Such exceptionsr the purpose of promotingbetter t which will beneficial to the residentsthe planned unit development as well as those of the surroundingi . The exceptions requested by CHQ are necessary for the Project to be developed in a functional and cohesive manner that meets the needs of the market and end users. The Property is currently a large vacant site, and its redevelopment with a state-of-the-art facility will be beneficial to surrounding properties and the community as a whole. ® In residentialit developments the maximumiunits allowed per acre shall not exceed forty eight (48) units per acre for developmentsincorporating ior housing or assisted living i iti . Not applicable. ® All buildingswithin i in such a way as to dissipate any adverse impact on adjoiningbuildings not invade ri buildings i ® The front, side or rear yard setbacksthe perimeterthe development shall not be less than that requiredin the abuttingi i i the zoningi ti t underlying the subject site,whichever is greater. The proposed development complies with all applicable perimeter front, side, and rear yard setback requirements. ® All transitionaltransitional r ing zoning district are compliedi . CHQ is requesting an exception from the transitional yard requirement along Dempster Street. The Property is irregular in shape; specifically, the angles of Algonquin Road and Dempster Street and the United Airlines in -holding at the northwest corner of the Property create angles and configurations that diminish the Property's otherwise buildable area. This creates unique and specific challenges in the design and configuration of the improvements required to develop a data center campus that meets 31 4935-7536-3955.v3 Page 132 of 1060 current market demands, including size and capacity of the facilities. The Project includes extensive landscaping and screening, which is focused on the perimeter of the Property, and particularly the northern yard adjacent to Dempster Street, which mitigates any potential adverse impacts on residential properties on the north side of Dempster. Although the width of a portion of the northern transition yard is reduced due to the angle of Dempster, the yard includes a continuous evergreen hedge and other new plantings, as well as existing mature trees, that provide appropriate screening and buffering. C. If required transitional yards and transitional landscape yards are not adequate to protect the privacy and enjoyment of property adjacent to the development, the Planning and Zoning Commission shall recommend either or both of the following requirements: All structures located on the perimeter of the planned unitt must be set back by a distancei ient to protect tivacy and amenity of adjacentexisting ; ® All structuresit ri r of the planned unitt be permanently screened with sightproofi in a manner which is sufficientrprivacy and amenity of adjacentexisting For the reasons stated throughout CHQ's Application, the proposed transitional yards, landscaping plan, and screening measures are adequate to protect the privacy and enjoyment of adjacent properties. Building 2 is the only Data Center Building adjacent to residential uses. As shown in the cross-section plan included in the application, its height is mitigated by (i) its distance (over 313 feet) from the closest residential buildings on the north side of Dempster Street and (ii) its placement, so that the shorter, two- story "administrative block," with a height of only 60 feet (to parapet), faces Dempster Street, pushing the tallest portion of Building 2 back even further from the closest residential buildings. Building 1 is not adjacent to residential uses, but instead is adjacent to primarily industrial uses on the east, south, and west. Accessory structures and equipment are located in the interior portions of the site, and appropriate visual and acoustical screening measures are provided. ® The area of open space providedin a planned unitt least that required i underlyingthe i district. CHQ is requesting an exception to reduce the required area of open space from 25% (required by the LI District) to 18%. As compared to traditional industrial uses, data centers must be sized to meet escalating market demands, and the facilities require significant accessory structures and equipment for functionality and security, which cannot be provided under the current lot coverage limits. Significantly, to meet current market capacity demands, it is necessary to install a second electrical substation with accessory improvements that satisfy ComEd requirements. This is a unique need for data center development, which is not generally applicable to other properties or uses within the same zoning classification. Conditional Use Standards: The Project also complies with the standards for "Conditional Uses" under Section 14.203(F)(8) of the Village's Zoning Code, as follows: No conditional the planningi i i it finds- 7 4935-7536-3955.v3 Page 133 of 1060 1. t the establishment, maintenance, or operationf the conditionali t be detrimental endanger the public, safety, morals, comfort, or general welfare. For the reasons stated throughout this Application, the conditional use (PUD for Data Center Campus) will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. In 2022, the Village previously approved the Final PUD Ordinance for a data center campus on the Property. The requested PUD amendment will modify the size and configuration of the proposed data center buildings and related improvements, but these changes will not adversely impact public health, safety, or welfare. ® Thatt ional use will not be injurious to the t of otherin the immediate vi i i r the purposespermitted, t ially diminish and impair property values within the ni in whichit is to be located. The conditional use will not adversely impact the value or use of any other property. The development is a light industrial use, within an area already zoned 1-1 and will be surrounded on three sides by other industrial uses. Building 2 will be separated from the closest residential buildings on the north side of Dempster Street by over 313 feet. Data centers are a permitted use in the underlying 1-1 zoning district, and the Village previously approved data center development for this site. For these reasons, the conditional use will not adversely impact the property values within the neighborhood. ® Thatt i t of the conditionali impede the normalorderly t and improvement of the surroundingt r uses permittedin the district. The surrounding property in the 1-1 district is already developed, so the conditional use will not impede the development of that surrounding property. In addition, even if those surrounding parcels are to be redeveloped, the proposed conditional use is self-contained within the Property. It will generate a relatively low volume of traffic. The Project satisfies all perimeter building setbacks and includes appropriate screening and buffering. As such, the conditional use also will not impede any redevelopment of the surrounding property for uses permitted in the 1-1 district. ® That adequate publicutilities, , drainage and/or necessary facilitiesi provided. Adequate utilities, roads, drainage, and other facilities are already in place or will be installed by CHQ. ® That adequate measures have been or willi ingress and egress so designed minimize trai ti in the publicstreets. As established by CHQ's proposed plans and the Traffic Study, the proposed ingresses and egresses to and from the development will have a relatively minimal incremental impact on traffic congestion. ® That the proposed conditionalis not contrary to the objectivesrComprehensive Plan for the Village. As stated in response to PUD Standard #2, the conditional use is consistent with the objectives of the Village's Comprehensive Plan. Zoning7. That the conditional use shall, in all other respects, conform to the applicable regulations of th district in which it is located, except as such regulations may, in each instance, be modified pursuant t the recommendations of the Planning & 0 4935-7536-3955.v3 Page 134 of 1060 Except as modified in the approved PUD, and assuming approval of CHQ's other requested relief, the conditional use will conform to the applicable regulations of the 1-1 zoning district. 0 4935-7536-3955.v3 Page 135 of 1060 Development Schedule • Start date of construction: 11/1/2025 (MWRD early earthwork start) • Two construction phases: o ORD1: Start 11 /1 /25- Complete 3/31 /27 o ORD2: Start June 2029- Complete December 2030 Page 136 of 1060 13 . . . . . . . . . . NOR .......... . !ui 13 41 o Muir --mr 13 C3 = F", f. IUD Et \4wI 30 Aftid klw~IP It 01 3w L"s ?1.), 0 mmw Ammum Zm" 3v Im p Lj]jl IR VA . ............. ------- z C zi 5, . ......... T1 . ............ 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DIVISION OF LAND IN SECTION 23, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 20, 1911 AS DOCUMENT NO.4709799, EXCEPT (A) THAT PART OF SAID LOT 1 TAKEN FOR HIGHWAYS, AND (B) THAT PART FALLING IN BLUE SKY SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED JUNE 5, 2014 AS DOCUMENT NO. 1415616048, (C)THAT PART DESCRIBED AS FOLLOWS: BEGINNING AT POINT ON THE EAST LINE OF SAID LOT 1 THAT IS 50 FEET SOUTH OF THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 00 DEGREES 46 MINUTES 07 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 1 FOR 40.01 FEET; THENCE NORTH 46 DEGREES 15 MINUTES 15 SECONDS WEST FOR 56.10 FE ET TO A LINE 50.00 FEET SOUTH OF AND PARALLEL WITH TH E NORTH LI N E OF SAI D LOT 1; TH ENCE NORTH 88 DEGREES 15 MINUTES 36 SECONDS EAST FOR 40.01 FEET TO THE POINT OF BEGINNING, (D)THAT PART DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE EAST LINE OF SAID LOT 1 THAT IS ON THE NORTH LINE OFALGONQUIN ROAD; THENCE NORTH 63 DEGREES 23 MINUTES 45 SECONDS WEST ALONG THE NORTH LINE OF SAID ALGONQUI N ROAD FOR 28.30 FEET; THENCE NORTH 71 DEGREES 35 MINUTES 52 SECONDS EAST FOR 26.37 FEET TO THE WEST RIGHT OF WAY LINE OF LINNEMAN ROAD; THENCE SOUTH 00 DEGREES 46 MINUTES 07 SECONDS EAST FOR 21.00 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS. PARCEL2: THE WEST 363.00 FEET OF LOT 2 IN LI N N EMAN'S DIVISION OF PART OF TH E NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 41 NORTH RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND PART OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 10, 1953 AS DOCUMENT NO. 15716544, EXCEPT THAT PART DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE NORTH 88 DEGREES 20 MINUTES 07 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 2 FOR 25.00: THENCE SOUTH 43 DEGREES 47 MINUTES 00 SECONDS WEST FOR 35.63 FEET TO THE WEST LINE OF SAID LOT 2; THENCE NORTH 00 DEGREES 46 MINUTES 07 SECONDS WEST FOR 25.00 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS. Page 141 of 1060 PARCEL3: THE NORTH 120.00 FEET OF THE WEST 363.00 FEET OF LOT 3 IN LI N N EMAN'S DIVISION OF PART OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND PART OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEM BER 10, 1953 AS DOCUMENT NO. 157165441 1 N COOK COU NTY, I LLI NOIS. 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N- M �I � Z Z Nt U D U D U m U CY 2 in r ()f ao 0 ruuuumuuuuuuuuuuuuuuuuuuuuuuuum 1 40 �I oouuuuuuuumoo miW'NI uuuuuul�ll61 uu�� Ul ruuuumuuuuuuuuuuuuuuuuuuuuuuuum 1 40 �I oouuuuuuuumoo miW'NI uuuuuul�ll61 uu�� Ul KT" vJ 75 Z) _Z 75 O 0 Z O U ��j 1 Thunder Hearing & Sound, LLC 847 South Randall Road, #218 Elgin, IL 60123 855-566-7488 www.ThunderHearing.com Updated Sound Assessment of Cloud HQ Data Center October 16th, 2025 Prepared for: Gewalt Hamilton Associates, Inc. — Vernon Hills, IL Thunder Hearing and Sound examined the noise emissions expected from the operation of two data centers planned for the southwest corner of Dempster Street and South Linneman Road in Mt. Prospect, Illinois. The study was needed because the operation of adiabatic dry coolers and generators associated with these data centers has the potential to radiate excessive noise into the community. Adiabatic dry coolers will be installed in a mechanical equipment yard of ORD1 and on the rooftop of ORD2 to provide cooling for the servers and related electronic equipment. This equipment will operate continuously for 24 hours, 7 days a week, as the data storage systems and servers require uninterrupted operation. To ensure continuous operation in the event of a power failure, diesel generators will be on standby to provide emergency backup power. While an emergency operation would be rare, generators will be cycled individually for short periods throughout the year to ensure they will operate reliably when needed. To conduct an environmental noise assessment for this project, we identified the applicable city noise code, conducted a site inspection, assessed the ambient background noise, reviewed sound emissions data for the adiabatic dry coolers and generators, performed a propagation analysis of the noise from these sources to nearby receivers, and configured acoustical treatment necessary to meet the noise code. A preliminary report was issued on 10/5/2021 that presented an assessment of chiller noise for the building on Dempster Avenue. An updated report was provided on 11/12/2021 that included all three buildings and a noise emissions assessment of the diesel generators. A comprehensive report was issued on 12/1/2021 that included a full sound assessment based on the noise controls needed to meet the Village noise code and to respond to staff questions and concerns. These reports were issued by our sister company Acoustic Associates, Ltd. The present report was generated based on changes to the building designs, most notably a shift to two buildings, with the larger one (ORD1) moving equipment to a mechanical yard and the smaller building (ORD2) with different equipment on the roof than what was in the previous studies. Both buildings have generator rooms on the roof. Addtionaly, some equipment quanties have changes since the modeling was completed on October 2nd. These changes were minor and result in no changes to the expected inpact. See the "October 16th Update" section at the end of this report for more information. Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC) Page 1 Page 233 of 1060 , 31,11111 The Village of Mt. Prospect has performance standards for industrial districts that are published in Article XXI, I-1 Limited Industrial Districts. Section, 14.2104(G)(1). In part, it states: "Noise Limitations: No industrial activity shall generate noise across any residential or business zoning district boundary line in excess of the levels shown in Table 1 of this section, nor shall exceed seventy-one (71) dBA when measured on the A -weighted scale." Specifically, Table 1 of the Village noise code sets decibel limits at each of ten octave -band frequencies from 16 Hz to 16,000 Hz, the range of human hearing. When no particular octave - band frequency dominates the sound spectrum, such as a tonal noise, these limits can be logarithmically summed to establish a single -number, overall noise level limit. Based on this calculation, the equivalent limit for noise radiating to residential properties is 56 dBA during the daytime hours and 52 dBA during the nighttime hours (10:00 PM to 8:00 AM). The Village's maximum sound level for emergency operation is 71 dBA. For reference, the State of Illinois limits noise radiated from industrial land to residential land to an equivalent of 61 dBA during the day and 51 dBA during the night from 10:00 PM to 7:00 AM. Regardless of the absolute noise level limits given in local or state noise codes, assessing the existing ambient noise is a critical element in preparing an environmental noise impact statement. Such data not only helps to identify if the regulatory code limits are reasonable, but when the projected sound levels are compared to the existing ambient noise levels, the impact of the noise can be evaluated. To assess the current ambient noise, we conducted a site visit on Thursday, October 21, 2021, where we inspected the site, examined the surrounding area, and set up professional -grade equipment to produce an audio recording of the ambient noise. The equipment was set up on the west side of the United Airlines building, about 200 feet from Dempster Street. The recording ran for 24 hours and was analyzed in our lab to determine the 1-minute and 10- minute time -averaged levels (called equivalent levels or Legs). Figure 1 shows the ambient noise over the 24-hour period. When the recording was auditioned, we noted that airplanes flew over the site during the night. Google Earth shows that O'Hare Airport is about 3 miles to the southeast and that the site is in line with two of its runways. By listening to the recording, we also heard lawn mowing equipment operating during the day. Finally, we noted that a helicopter hovered over the site for a short period around 9:30 AM on Friday. After we removed the extraneous noise of the mower and the helicopter from the data, the calculated daytime ambient Leq was 57 dBA. The nighttime ambient Leq (10:00 PM to 8:00 AM) was 54 dBA. These day and night sound levels compare well with the typical sound levels given in ANSI Standard 12.9, "Quantities and Procedure for Description and Measurement of Environmental Sound" for a densely populated suburban residential area. Specifically, ANSI indicates that a Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 2 Page 234 of 1060 typical daytime ambient Leq in such a populated area is about 55 dBA, while a typical nighttime Leq is about 49 dBA - without airplanes. Since the ANSI estimated ambient levels and the measured ambient levels are comparable to the Village's daytime and nighttime limits of 56 dBA and 52 dBA, respectively, the Mount Prospect limits should be considered reasonable limits to protect the health and safety of the residents in the community. 94 Lawn mower Leq (1 ) Daytime ( - io Pm) Leq- 57 dBA i (Excludes lawn mower and helicopter) Leq (1? mein) Ct Nighttime (0 P- 8 AM) Leq. 54 dBA Helicopter Hovering ,let Airplanes (Tp)Village Daytime 70 r U_ Noise Limit: 56 dBA r I V 7 l f Jw,w,w,w,w,w,w,w,w,w,w,w r.r. +wwwC ,,; i ,ri l f r i � 1 , � i I / ll U 60 ]��4�d��Cl� { >�. �;� �, ' � I ,"jul r �/ ii l � r 50 Dishwasher , i/1 ✓i Jr a , 1 , /i„ /i f r i f I Noise Limit: 52 dB 4� mtr��+r�ta� Location: West side of UAL parking lot 200t ram_ Dempster. :.......:w .......::.......: ......:w .......::........: ......:w .......::.......: ......:w .......::......... Nighttime httimwrme Hours per Village of Mt. Prospect ,. ......, f 1 G �r T Y T _T W ---- T 11 r V V w ........ , T -- "`T-11 1 ........I 101, 1 Thursday, Oct 21, 2021 Time of pay in H ►urs:Minutes Figure 1—Ambient noise levels measured over a 24-hour weekday period at the site. T&11110=4 Cooling Equipment Sound Emissions Several different types of cooling units are now planned for this project: • ORD1 also uses ninety-six (96) dry cooler units, divided among four sectors in groups of twenty-four, located in the ORD1 mechanical yard. • ORD2 uses thirty (30) dry coolers, located on the rooftop of ORD2. To model the cooling equipment as acoustical sources, we used the sound data provided by KW Mission Critical Engineering. The equipment was tested following the Air -Conditioning, Heating, Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 3 Page 235 of 1060 and Refrigeration Institute (AHRI) Standard 370, "Sound Performance Rating of Large Air-cooled Outdoor Refrigeration and Air-conditioning Equipment." This data is expressed in terms of the equipment's sound power levels (that is, the sound energy radiated from the equipment), not its sound pressure level (as measured with a conventional sound level meter or heard with the human ear). See the sidebar for a more detailed explanation. Some data was supplied as sound pressure levels, with measurement positions. When this type of information was provided, we used it to calculate the sound power level for use in our modeling software. Based on the BAC Trillium Series Adiabatics Dry Cooler model, and the 51% fan speed "energy saving mode", the dry coolers (for ORD1) generate 97 dBA of sound power (dB ref 1 pW) per unit (1 unit has 4 fans). Based on the "Ultra Low Noise" model, the eco-Air Titian Coolers (for ORD2) generate 109 dBA of sound power (dB ref 1 pW) per unit (1 unit has 4 fans). Table 1 of Appendix A gives the sound data for each octave band frequency. Data given for each frequency band is necessary since the propagation of sound depends on the environmental factors listed in the sidebar, which are frequency -dependent. Generator Sound Emissions Because sound power and sound pressure both use the decibel (de) scale, they are often confused. Sound power is the energy radiated from a source, like the "wattage" of a light bulb. Sound pressure, however, is the effect that that energy has on a sound level meter or a person's ears after it has traveled to the receiver. For example, a 100 d8 sound power source will emit the same sound power regardless of where it is located. However, the loudness of the sound -and its sound pressure level - depends on how far the listener is from the source. In addition to distance, the sound pressure level also depends on environmental factors such as atmospheric absorption, ground effects, diffraction around buildings, and reflections off large structures. One hundred and thirty-six (136) diesel -driven generators, divided among four sectors, are planned for the ORD1 data center building and are to be located in penthouses on the roof, on two sides of the building. Additionally, eight (8) Tomball Controls enclosed diesel -driven generators, divided among four sectors, are to be located on the roof of ORD1. Fifty-three (53) diesel -driven generators are planned for ORD2, also located in penthouses on the roof, along two sides of the building. The sound emissions data for the generators are given in Table 1 of Appendix A. The total A -weighted sound power level of the mechanical part of the 4-megawatt (MW) generator is 127 dBA; the intake side of the 3-megawatt (MW) Tomball Controls enclosed generator, with 3 dB of sound treatment is 114 dBA; and the mechanical part of the 3- megawatt (MW) generator is 125 dBA. The sound emissions for the radiators are 118 dBA. Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 4 Page 236 of 1060 The noise from each engine exhaust will pass upwards through the exhaust piping, which will emerge from the roof of the penthouse. The noise emissions data for the engine exhaust are given in Table 1 of Appendix A. The unsilenced exhaust noise is rated at a sound power level of 131 dBA (4 MW) and 130 dBA (3 MW). However, a "hospital -grade" silencer is planned that will provide about 33-39 dB of attenuation in the mid -frequency range. Therefore, the sound power, calculated by octave band, of the treated exhaust noise is 95 dBA (4 MW) and 92 dBA (3 MW). While there are a total of 197 generators, the only condition under which all these units would operate at the same time would be during a power outage. However, groups of generators would run intermittently for short periods for a few weeks before the building is occupied. This is to program and test the units to ensure they will operate as intended. After the pre -occupancy test phase, only one or two generators in each building/quadrant would run at a time for routine testing. When tested, they run for short periods, totaling 5-8 hours per year. In our modeling, we configured one generator running per building/quadrant, plus one Tomball Controls enclosed generator, for 15 minutes in any given hour. Note that this testing would only occur during the daytime hours of 9:00 AM to 5:00 PM and only during the weekdays. In the rare instance when power is lost, all the generators would need to run. This, of course, would significantly increase the noise level. The noise generated from this emergency situation is addressed below. Preliminary modeling indicated that mitigation would be necessary to meet the Village noise code for both the daytime (56 dBA) and nighttime (52 dBA) periods and to meet the 71 dBA maximum level during a power outage. Our acoustical mitigation plan is presented below. Acoustical Louvered Screen Wall (Industrial Acoustics Company SL-12) — is planned for the mechanical yard of ORD1. This 12" thick louvered wall will extend from ground level to 55 ft tall. Rooftop Noise Barrier (Noise Barriers HP-38) Panels —are planned for the rooftop of ORD1 and ORD2. A 28 ft tall metal panel wall system is planned that will extend from the penthouse on one side of the data center to the penthouse on the other side. These will be on the west side of ORD1 and the east &west sides of ORD2. Titan Cooler Noise Barrier (Noise Barriers HP-38) Panels —are planned for the cooler discharge of ORD2. This metal panel wall system will create achimney-like structure to reduce noise from the Titan coolers. This panel includes an acoustically absorptive side to dissipate Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 5 Page 237 of 1060 sound energy as it travels upward. To ensure good airflow to the coolers, this structure will start at 7 ft less than the top of the penthouse roof and then extend up 66 ft tall. Hospital Grade Silencers —are planned for the exhaust pipes of the diesel engines for the generators. This class of silencer offers the highest performance for diesel engine exhausts. Specifically, the silencers will provide 33-39 dB of sound attenuation for the noise radiated from the engine exhaust pipes. Parallel Baffle Silencers (Kinetics Noise Control) —are planned for the discharge air from each radiator fan. The discharge chute of these fans will be connected to the wall system to ensure this noise is radiated through the silencers, not around them. The same silencers are planned for the intake side of the room. The sizes vary in length from 3 ft, 5ft, or 7ft. Absorption Panels (Noise Barriers Quietperf 4" thick) —are planned for the interior of the generator rooms. These help reduce noise before it exits the room. Substitutions of the above -specified noise mitigation products may be necessary as the project moves forward. If new models have noise reduction values (per octave band) that are equal to or greater than the above -specified units, this is acceptable. To evaluate the propagation of sound from the coolers and generators, we used SounclPLAN, an internationally recognized and sophisticated computer program for generating contours of sound levels radiated into the community surrounding a project. With this software, we built a 3D model to determine how the sound from the chiller units and the generators for each of the buildings would propagate to nearby residential areas. This model incorporates the propagation factors of topography, atmospheric absorption, surface absorption, building reflections, and "acoustic shadows" caused by sound bending around buildings. Based on Google Earth and drone views, we estimated the size and heights of acoustically relevant buildings in the surrounding area and added them to the model. All the equipment was modeled based on the most recent site plans and the details noted in the "Equipment Sound Emissions" section and the sound power values found in Table 1. The accepted practice in preparing an environmental noise assessment is to use the time - averaging metric called the Leq. In fact, the State of Illinois stipulates that the 1-hour time - average (1-hour Leq) be used. While time -averaging does not apply to the coolers since they operate all the time, day and night, it would apply to the generators since a single generator in each building would run for only % of an hour at a time. At this reduced duration, the 1-hour Leq would be 6 dB less than if it ran for a full hour. This time -averaging is consistent with the impact of noise on humans and was used in our software modeling. Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 6 Page 238 of 1060 In an emergency where power is lost, all of the generators would need to run. This would, of course, significantly increase the noise level. The acoustical mitigation for this project was planned to limit the noise to the Village's maximum sound limit of 71 dBA. For reference, this is the loudness of a vacuum cleaner. If residents were inside their homes when such an emergency occurred, the indoor sound level with the windows partially open would be about 51-56 dBA. This is a level lower than normal conversation. Three noise contour plots were generated and are shown below (larger figures are included in the appendix of this report). Figure 2 is for the daytime noise levels, which reflect the constant noise of the coolers and a single generator per building/sector, plus one Tomball Controls enclosed generator, undergoing a 15-minute test. Figure 3 is for the nighttime noise, which reflects cooling equipment operation only. Figure 4 is for an emergency condition when there is a power outage. This reflects all the equipment running, including all the generators. Figure 2 — Audibility level contours for the daytime Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 7 Page 239 of 1060 Figure 3 —Audibility level contours for the nighttime Figure Audibility ss Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 8 Page 240 of 1060 The blue circles in Figures 2-4 show the location number for nine residential locations, including the Birch Manor Condo residential buildings to the north, the Pickwick Apartments to the northeast, Meyers Place to the west, and the Crystal Towers complex to the southwest. Table 2 of Appendix A includes these sound levels. The sound levels given in this table represent the sound levels predicted at the marked location at 5% feet off the ground. As seen in Figure 2, the predicted daytime sound levels at the nine residential property lines are all below the Village daytime limit of 56 dBA (shown with a blue dashed line). Figure 3 shows that the predicted nighttime levels are all below the Village's nighttime limit of 52 dBA (shown by a blue dashed line). Finally, Figure 4 shows that during a power outage, the sound levels at the residential locations are all below the Village's maximum limit of 71 dBA (shown by a red dashed line). Additional figures are attached in the appendix showing sound levels before ORD2 is constructed. All these levels are lower and also meet the villages sound level limits. OctoberIth Update Several equipment quantities have been updated since the modeling and calculations for this report were completed. However, these changes will only be minor. Table 3 summarizes the changes and lists the expected change in noise level. For reference, in a lab setting, the smallest change detectable by the human ear is 1 dB. In real world settings, the smallest detectable change would be even higher. While the figures and numerical values included in this report reflect the equipment quantities on 10/2/2025, based on these new equipment quantities I expect no change to the impacts or conclusions of this report. E"Iti U i p�,M e hit QU,//,a hi h i aso, 00S 10 /116/2, 02 4 S � J , � 1r1 barn a q ip , ;1uaft it a inli l�ii ft L efv*I D '.'gym I i 'r .�fi Dry Ir r(µ 2 31 D I IIIIrithi old/ rS 136 ° :1 3 5 0.111,0 DI rirrtw � Ef i c 10,,rs 2 1116.11110 ftD 2 i . b .A tW c Dry Coo O ft�2 Illlrt t t� r 2 0.11117 Table 3 — Equipment Quantity Changes and Associated Sound Level Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 9 Page 241 of 1060 W M T4 ff M Ter, Based on our site inspection, our ambient background noise study, our review of the sound emissions data for the coolers and generators, our sound propagation analysis using a sophisticated computer modeling program, and our planned acoustical treatment, the noise from the data centers will meet the Village's daytime and nighttime noise limits for routine operation, and meet the Village's maximum sound level for emergency operation. This is not to say that the noise will be inaudible at all times. For example, when a generator is tested, it would likely be audible to a nearby person. But as the US EPA advocates, to assess the long-term annoyance of a noise source, logarithmic time -averaging must be used in the analysis. And, as noted above, the State of Illinois noise code also stipulates a time average using a one -hour time reference. This was the approach we used. 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(GHA) has conducted a Traffic Impact Study for the proposed Mount Prospect Technology Campus (MPTC) development to be constructed at 1200 E Algonquin Road (IL Rte 62) in Mount Prospect, Illinois. The approximately 44-acre site formerly contained the United Airlines Operation Center (OPC). Access to the OPC site was provided via a gated Right-In/Right-Out (RIRO) access on Dempster Street, three full movement (two gated) driveways on South Linneman Road and two full movement access drives on E Algonquin Road, as well cross access to the adjacent parcel to the west which also had full access to both Dempster Street and E Algonquin Road. Cloud HQ proposes to construct two (2) data centers on the site, with multiple floors comprising approximately 2,172,000 square feet of gross floor area. The project also includes the approximately 6-acre parcel at the southeast corner of Dempster Street and Linneman Road. This former remote parking lot for the OPC will be converted to a power substation for the proposed data centers. Controlled access to the substation will utilize the existing northern curb cut on Linneman Road. An additional power substation will be constructed on an approximately 3.5-acre parcel in the northwest corner of the campus. Access to this substation will be at the location of the existing RIRO access on Dempster. Per the June 30, 2025 Preliminary PUD Site Plan prepared by GHA, the two buildings will be arranged on the subject site to strategically share detention and circulation facilities as well as cross access, but are ultimately able to be individually secured. Access for the MPTC will include a new gated emergency only RIRO access on Dempster Street, a new full movement access on Linneman Road, and two new full movement, emergency only, gated accesses on E Algonquin Road. A separate left turn lane is proposed at the Linneman Road access point, which will be the primary point of access for the facility. The following summarizes our findings and provides various recommendations for your consideration. Appendices referenced are in the Technical Addendum at the end of this document. Part II. Background Information Site Location Map and Roadway Inventory Exhibit 1 provides a site location map. The existing traffic operations in the site area are illustrated on Exhibit 2. Appendix A provides a photo inventory of the site vicinity. Pertinent comments to the adjacent roadways include: E Algonquin Road (IL Route 62) • IL Rte 62 is an east -west Minor Arterial under the jurisdiction of the Illinois Department of Transportation (I DOT). • IL Rte 62 provides afive-lane cross section (two through lanes in each direction, with a wide (±16-ft) center lane), with a posted speed limit of 45 miles per hour (mph) in the vicinity of the site. • A dedicated right -turn lane is provided in the westbound direction at its signalized intersection with Linneman Road and at its signalized intersection with Busse Road. • Dedicated left turn lanes are provided within the median eastbound at the unsignalized shared access with the parcel to the west and at the signalized Linneman Road intersection. Note left turns from eastbound IL Rte 62 to northbound Busse Road are prohibited. • Dedicated left turn lanes are provided within the median westbound at the signalized Linneman Road intersection, the 1305 E Algonquin Road east access, and the signalized Busse Road intersection. • IL Rte 62 is designated as a Class II Truck route. • The Annual Average Daily Traffic (AADT), year 2023, on IL Rte 62 was 13,100 vehicles with 1,125 trucks (8.6%). Gewalt Hamilton Associates, Inc. Page 253 of 1060 P, I 111 11 - I I I , , , I ool`l/­ Axis, , 11"", I'S'' , I M I ;�/��/lrII/l�, - , 'I, Of ' 1 1 ,,, l//// I I I _1'/1/,'1" � I I 1/11, , , , - ''I l I ,/" " , "// 1 - � , "I'll", I I "I ­ - ,� I I, , , ;��� ,11 � e 0 x ,/-, I I , a ��� ... I lll l I I I I � �a "I'l " I Ill I i IF , /// lo,'/ 2/ "' ll� 11 I '/ 111/12 l/,/, v J g / / / / 11/1 441o, "', 10' / I /,I.J. 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P 14 1 1 01, ... ////Aii��///i//, ///,////////o//� ;lI,1_, ""I, " 'l ,,, I / / " / I 1/// l , " a ''I , I Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Dempster Street • Dempster Street is an east -west Minor Arterial under the jurisdiction of the Cook County Department of Transportation and Highways (CCDOTH). • Dempster Street provides a five -lane cross section (two through lanes in each direction) along the site frontage. The median narrows west of Linneman Road from approximately 16-ft to approximately 4-ft at the existing RI RO access serving the site. • A dedicated right -turn lane is provided in the westbound direction at its signalized intersection with Busse Road. • Dedicated left turn lanes are provided within the median eastbound and westbound at the signalized Linneman Road intersection the signalized Busse Road intersection. • The Annual Average Daily Traffic (AADT), year 2022, on Dempster Street was 9,950 vehicles. Linneman Road • Linneman Road is a local north -south roadway, extending northerly from IL Rte 62 and is under the jurisdiction of the Village of Mount Prospect. Further north of Dempster Street, Linneman Road becomes Church Street and terminates in a residential neighborhood. • In general, Linneman Road provides a three -lane cross-section (one through lane in each direction and a center lane for left -turns), with a posted speed limit of 30 mph. • Linneman Road widens to provide separate left and right turn lanes northbound and southbound at its signalized intersections with Dempster Street and IL Rte 62. • The Annual Average Daily Traffic (AADT), year 2022, on Linneman Road was 1,600 vehicles. Pedestrian Facilities • A sidewalk is provided along the north side of Dempster Street between Busse Road and Linneman Road but only along the south side of Dempster west of the subject site to Busse • A sidewalk is provided along the east side of Linneman Road between IL Rte 62 and Dempster Street. • A sidewalk is provided along the north and south sides of IL Rte 62 from Busse Road east to the subject site frontage. • There are no sidewalks along any of the subject site frontage on Dempster, IL Rte 62 or Linneman. However, a pedestrian crossing to the site is provided on Linneman Road approximately 375 feet south of Dempster Street. Transit • PACE Bus Route 606 runs east -west along IL Rte 62 with a marked stop at 1311 W Algonquin Road across from the subject site. • PACE Bus Route 230 runs north -south along Linneman Road with a marked stop at the Linneman Road and Algonquin Road intersection. Existing Traffic Exhibit 3 summarizes the existing weekday morning and evening peak hour traffic volumes. Peak period traffic turning movement counts were conducted by GHA on Wednesday April 9, 2025, from 7:00 to 9:00 AM and 4:00 to 6:00 PM. The observed weekday morning and evening peak hours generally occurred from 7:30 to 8:30 AM and 4:30 to 5:30 PM, respectively. Exhibit 3 also provides the AADT (24-hour volume) along Dempster, Linneman and IL Rte 62 from 2022 and 2023 as published by IDOT on their website: www.gettingaroundillinois.com. Gewalt Hamilton Associates, Inc. Page 256 of 1060 Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois No unusual activities (e.g., roadway construction, or inclement weather) were observed during our counts that would be expected to impact traffic volumes or travel patterns in the vicinity. Summaries of the existing traffic counts can be found in Appendix B. Gewalt Hamilton Associates, Inc. Page 257 of 1060 ro, LO0 co ii� 4r to AMC: ft9) (z CIO 2 4r 0 0,[ 00 00 00 L EL EL :2 :2 EL ®� LPL IID, N CO Z99 IIIV 9 IIV -*� � ro, pH assnq III III Z 9 co 0) o® (6 mmM 80L It r 1Ia z88 � '— 1 cv �- .�% 0 9 U,Im w 8 Cl) V m Q Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Crash Analysis Crash data was obtained from the I DOT Division of Transportation and Safety for the last five calendar years, 2019 through 2023. A summary of the crash data is provided in Table 1 with the locations mapped on the exhibit contained in Appendix C. Table 1 2019-2023 Crash Summary(A) No. of PD SeverV F Crash Type Percent Location Crashes A B C A FO FT F FT R SSD T PED BIKE 0 Wet / Icy Intersections (Crashes within 250 ft of Intersection) Dempster St at Busse Rd 36 22 0 8 6 0 6 3 1 8 5 12 1 0 0 31 % Dempster Stat Linneman Rd ........... ....... 14 ....... ........... .... ....... ........... ........... .. 6 0 5 2 1 2 1 0 2 1 7 0 1 0 36% Algonquin Rd at Busse Rd 122 88 2 17 14 1 8 6 2 39 4 58 0 1 4 20% Algonquin Rd at Linneman Rd 13 7 0 2 4 0 0 2 0 4 1 6 0 0 0 23% Segments (Crashes between signalized intersections) Dempster St from Busse to Linneman 8 7 0 0 1 0 1 0 3 0 0 3 0 0 1 13% Algonquin from Busse to Linneman 8 6 1 0 1 0 1 1 0 1 2 2 1 0 0 13% Total (2019-2023) = A- 201 136 3 32 28 2 18 13 6 54 13 88 2 2 5 21 % rD=rroperty Damage niy, H= iype A kincapacitating injury), in= type is knon-incapacitating injury), u= iype u kpossioie injury), r= rani injury B A=Angle, FO=Fixed Object, FTF=Front=to-Front, FTR=Front b-Rear, SSD=Sideswipe Same Direction, T=Turning, PED=Pedestrian, BIKE=Pedacyclist, O=Other As shown in Table 1, the intersection of Algonquin Rd at Busse Rd experienced the highest number of crashes within the study area over the five-year analysis period, with a total of 122 crashes or 24.4 crashes per year. Approximately 72 percent (88 of 122) of the crashes involved property damage only and approximately 48% (58 of 122) were turning movement crashes. There was also a fatal crash and a pedcyclist crash at Algonquin Rd & Busse. The fatal crash occurred during clear, dark, wet conditions and was a front -to -rear crash type. The pedcyclist crash was during the day with rainy and wet conditions, which resulted in an injury severity of B (non - incapacitating). Another fatal crash also occurred at the intersection of Dempster St at Linneman Rd. This crash was a turning movement during clear, daytime, and dry conditions. Three other crashes to note are a pedcyclist crash at Linneman & Dempster which occurred during daytime, clear, and dry conditions with a C-injury (possible injury), a pedestrian crash Algonquin Rd between Busse & Linneman during daytime, clear and dry conditions with an A -injury (incapacitating) and another pedestrian crash at Dempster Rd & Busse Rd during daytime, clear, and dry conditions resulting in a B-Injury. No -Build Traffic Traffic growth in the area is a function of expected land development in the region. Future traffic volume conditions were developed for the year 2032, build -out year of the development (year 2027) plus five years. Based on a review of historical traffic volumes and the Chicago Metropolitan Agency for Planning (CMAP) 2050 projections (see Appendix D), traffic volumes along the roadways surrounding the site are assumed to experience an overall annual, compounded growth rate of between 0.34% and 0.99% per year. Accordingly, the 2032 No -Build peak hour traffic volumes (see Exhibit 4) were developed by applying the projected growth rates to the existing traffic. Gewalt Hamilton Associates, Inc. Page 259 of 1060 0 ItC\l LIM.- 14t 00 00 00 00LO 0 0 00 00 00 O O EL OL :2 :2 EL >- >- U U T) T) 2� 2� (1) (1) (1) Q) 9 91 0 CNI 9l 0 m rnv' CC) o 99-Vm ®oe / 999 a o " 114milool J �rN 8 III '� T ro" pH assng ... m 98 gym, co III 9 co N� n 8 8ZL U99) 4398CO1 I„,) Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Part III. Traffic Evaluation Future Site Characteristics Proposed Development Plan Cloud HQ proposes to construct two (2) data centers on the site, with multiple floors comprising approximately 2,172,000 square feet of gross floor area. Access for the Mount Prospect Technology Campus (MPTC) will include two gated emergency only RIRO access on Dempster Street (one existing and one proposed), a new full movement access on Linneman Road, and two new full movement gated emergency accesses on E Algonquin Road. The following summarizes the proposed access points and locations from existing intersections. • The existing RIRO on Dempster Street is approximately 1,025 feet west of the signalized Linneman Road intersection with Dempster Street. • The proposed RIRO on Dempster Street is approximately 800 feet west of the signalized Linneman Road intersection with Dempster Street. • The proposed access on Linneman Road is approximately 750 feet south of Dempster Street and approximately 350 feet north of an existing access drive on the east side of Linneman Road. • The proposed accesses on IL Rte 62 are located approximately 700 and 1,300 feet west of the signalized Linneman Road intersection with Algonquin Rd. These dimensions are also illustrated on Exhibits 5 & 6. All internal and external circulation and access improvements are anticipated to be constructed with the first building which will be delivered to the end users in the second quarter of 2027. Building II is expected to come online in 2028. The June 30, 2025, Preliminary PUD Site Plan prepared by GHA is provided in Appendix E. Trip Generation Table 2 summarizes the traffic generation calculations for the proposed development. Trip generation rates published by the Institute of Transportation Engineers (ITE) in the 11th Edition of the Manual Trip Generation were used to determine the anticipated traffic generated by the proposed development. Given the total scale of the proposed development, GHA calculated the trip generations for two individual data centers of approximately 1,300,000 and 827,000 square feet independently and added them together for the overall development. See Appendix Ffor excerpts from the ITE manual. Gewalt Hamilton Associates, Inc. Page 261 of 1060 � C '0 CZ 0 = E O _ U a c 0 0 c O _O o � Q � ~ 00 O Q CN n 0 E IIIcz ¢ CC) �I 6 ♦••�CIO 04III CO 4� IIIII� � III C �IIIIIIIIIIII ♦..� � � � � C F urvmuuuuuuuum TOW nn mn pp ml UD cn co coO 00 N � � Q 0 ti N o0 O � M ti m CD W � � CD C� C) co CD Oco N CXD L N O N o0 N ' Z N Cf N w L a. � U ca N N CL U U > G� Ca m Co m L O N O 0 to .j E L O CD CU Cf) U � aCll ><� O ca 0 U) (1) =3 cu O � � -2) co E c -E Cn Ca N N / ^ / CUcu - cu Cu Ca 0 Cn U � 'EL N OU a � }' CB Cn O Ca (D CLI) O U Cn Ca O CU co O-)-o 0 N s= ca a) Cy) U) co . -I--0 Cn 0 U) C6 �-_• _N co ca U � U 0 0 Co q--- M— Q Cll co O C0 Cll cq Cll -� 0 CU O F— a) Cll Co U co U C= Co O -0 E Cn co U) Ca � Co Co 0 Cll iZ L- O W F— j. N O U H iZ i x a) C= Q (33 Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Trip Distribution Table 3 provides the anticipated distribution of site traffic. This was based on existing site travel patterns, proposed access and the operational characteristics of the adjacent street system. Table 3: Trip Distribution Route &Direction Percent Route To/From Site Algonquin Rd (IL Rte 62) Arrive Depart East of Linneman Rd 25% 25% West of Busse Road 25% 25% Dempster Street East of Linneman Rd 15% 15% West of Busse Road 10% 10% Linneman Road North of Dempster Street 5% 5% Busse Road North of Dempster Street 10% 10% South of Algonquin Road 10% 10% Totals= 1 100% 100% Traffic usage of the area roadway network is also illustrated on Exhibit 5. Site and Total Traffic Assignments Exhibit 5 illustrates the site traffic assignment for the development's trips, which is based on the traffic characteristics summarized in Tables 2 and 3 (traffic generation and trip distribution) and assigned to the area roadways. As previously noted, all external access improvements are anticipated to be constructed for the initial building completion (2027), but the complete development will not turn over to tenants until 2028. Therefore, we have considered the total impacts of the complete development for the year 2032, build out of the final Data Center plus five years The MPTC site traffic (Exhibit 5) and 2032 No -Build traffic (Exhibit 4) were combined to produce the 2032 Total traffic, which is illustrated on Exhibit 6. Gewalt Hamilton Associates, Inc. Page 263 of 1060 J W WC� N 0(D0 vi HWW u 0 w Z) n <2co C'3wZ) N 1 C� N N T T L, 9 _t LO T V Z J W Z N w cr H W W Q 2 (n c) w ::) 00 00 00 LO 0 0 0 0 00 00 LU O O I ov EL EL N < EL (0 >- >- U U T) T) 2� 2� (1) (1) (1) Q) q CV)X " Lab, �� Co C\j (n C'l 0 �ftilillOw LO C) I 00 0 (0) 0 OLLJ oz LIM.. w cc W W ro- 4-0 CO 4_0 (D Q. E a) cl < 2 U) CD w Z) 0 "lliv ............. a) 9 91 (0 i� P.1) 000 .4 9 9 V (9 9 Z.) r*-_ N N 9 0 J. [) 6 L (V Z; co C\l co 6 9) 2 Z L (V L) 0 9 co cc) ,affl Aft Ar- AW 1% N �i 0) z 0 N,_ Cl) W Z Q) 0 C) cc w w 2 U) w D (0) ® ®® Cl) QD �0Z1 (8 9 0 999 (CZ 6) Z; I c (9 Z. V) (\l NAW CV) < CL 00 00 LO 00 0 0 EL EL :2 :2 < EL T) T) � � (1) (1) (1) Q) Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Capacity Analysis Capacity analyses are a standard measurement that identifies how an intersection operates. They are measured in terms of Level of Service (LOS). The concept of LOS is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motorists and/or passengers. A level -of -service definition provides an index to quality of traffic flow in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Six Levels of Service are defined for each type of facility. They are given letter designations from A to F, with LOS A representing the best operating conditions and LOS F the worst. LOS C is often considered acceptable for design purposes and LOS D is usually considered as providing the lower threshold of acceptable operations. Since the level of service is a function of the traffic flows placed upon it, the facility may operate at a wide range of levels of service, depending on the time of day, day of week or period of year. A description of the operating condition under each level of service, based on the analysis parameters as published in the Transportation Research Board's (TRB) Highway Capacity Manual (HCM), Sixth Edition, is provided in Table 4. Table 4: Level of Service (LOS) Summary Delay seclveh LOS Description Traffic Signal Stop Sign A Describes conditions with little to no delay to motorists. <10 < 10 B Represents a desirable level with relatively low delay to motorists. >10 and < 20 >10 and < 15 C Describes conditions with average delays to motorists. >20 and < 35 >15 and < 25 D Describes operations where the influence of congestion becomes more noticeable. Delays are still within an acceptable range. >35 and < 55 >25 and < 35 Represents operating conditions with high delay values. This level is often E considered within urban settings or for minor streets intersecting major arterial roadways to be the limit of acceptable delay. >55 and < 80 >35 and < 50 F Is unacceptable to most drivers with high delay values that often occur when arrival flow rates exceed the capacity of the intersection. >80 >50 Capacity analyses were performed using the methodologies outlined in the HCM, for the following scenarios: • Existing Traffic -Existing traffic (year 2025), • No -Build Traffic —Future (non -site, year 2032) traffic with background growth • Total Traffic— Future No -Build traffic volumes (year 2032) plus the addition of the MPTC site generated traffic. Table 5 summarizes the intersection capacity and queue analysis results. Capacity analysis summary printouts are provided in Appendix G. Gewalt Hamilton Associates, Inc. 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O . r N a L -tf a a >, O 0 m z J ar-- L a Lq M O •- CDz o a� J , ca J -0 elf v v i-0 F— m p 0 Q � oo O C m a n w J n n 4-0 •- 0 0 i m� ca J O B ca J O V w 0 Q J O � J to 0 0 ca LO M m a C�_ O rn Q Q � s w w cn cn O .— LU L i ~ F- V cccc°r �+ N M N M w N N E V V m cc O 0 0 0 0 N ti N N (6 0- Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Total traffic conditions assumed the following, with Exhibit 7, illustrating future traffic operations: • The painted median along Linneman Road will be restriped to provide a separate left -turn lane. for northbound traffic. • Stop signs will be installed for exiting traffic at all site access driveways. • The Linneman Rd access will provide two inbound lanes (one for auto traffic and a second for trucks) and a single outbound lane. Access Spacing • The existing RI RO on Dempster Street is approximately 1,025 feet west of the signalized Linneman Road intersection with Dempster Street. • The proposed RIRO on Dempster Street is approximately 800 feet west of the signalized Linneman Road intersection with Dempster Street. • The proposed access on Linneman Road is approximately 750 feet south of Dempster Street and approximately 350 feet north of an existing access drive on the east side of Linneman Road. • The proposed accesses on IL Rte 62 are located approximately 700 and 1,300 feet west of the signalized Linneman Road intersection with Algonquin Rd. The following summarizes the findings of the Capacity Analyses. Dempster Street at Busse Road Under both existing and future (No -Build and Total) conditions all northbound and southbound movements at this signalized intersection operate at acceptable Levels of Service (LOS "C" or better) during peak hours. All eastbound and westbound movements experience longer than desirable delays and operate at LOS "D or E". Overall intersection operations are expected to remain at the same LOS and the development has a minimal impact on the intersection's operations. No changes to the existing signal timing and phasing are required to accommodate the development traffic. Dempster Street at Linneman Road Under both existing and future (No -Build and Total) conditions, all movements as well as the overall intersection operations at this signalized intersection are expected to function at acceptable Levels of Service (at LOS "C" or better) during the peak hours. Despite the proximity to one of the primary access points, the proposed site traffic has minimal impact on the intersection's operations. No changes to the existing signal timing and phasing are required to accommodate the development traffic. IL Rte 62 (Algonquin Road) at Busse Road Under both existing and future (No -Build and Total) conditions, all movements at this signalized intersection operate at acceptable Levels of Service (at LOS "C" or better) during the AM peak hour with the exception of the eastbound through and right turn movement which experiences longer than desirable delays and operates at LOS "D". However, overall intersection operations are expected to remain at the "Design" LOS C or better and the development has a minimal impact on the intersection's operations. During the PM Peak hour, some movements experience longer than desirable delays at LOS "D or E", but the overall intersection operations are Gewalt Hamilton Associates, Inc. Page 273 of 1060 Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois expected to remain the same between No -Build 2032 and Total (with development traffic) 2032. No changes to the existing signal timing and phasing are required to accommodate the development traffic. IL Rte 62 (Algonquin Road) at Linneman Road Under both existing and future (No -Build and Total) conditions, all movements at this signalized intersection operate at acceptable Levels of Service (at LOS T" or better) during the peak hours. Despite the proximity to one of the primary access points, the proposed site traffic has minimal impact on the intersection's operations. No changes to the existing signal timing and phasing are required to accommodate the development traffic. Linneman Road at Access Under both existing and future (No -Build and Total) conditions, all movements at this unsignalized intersection operate at acceptable Levels of Service (at LOS "A" or better) during all peak hours studied. Despite the proximity to one of the primary access points, the proposed site traffic has minimal impact on the intersection's operations. Linneman Road at Proposed MPTC Site Entrance Under future conditions, all movements at this unsignalized intersection operate at acceptable Levels of Service (at LOS "A" or better) during all peak hours studied except eastbound coming out of the site which operates at LOS B by an extra 0.1 seconds of delay. Gewalt Hamilton Associates, Inc. Page 274 of 1060 } U� z J W Z O ii <I W w w mm Q2 (1) (7wZ) } U} Z J W Z O C7 w ::) MINN 1 i T... Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Part IV. Recommendations and Conclusions Analyses have been conducted under existing and future conditions to determine the impact from the proposed data center development on the study area intersections. The capacity analysis results indicate that the increase in project site -generated traffic has little effect upon the operations of the area roadway network with the recommendations contained herein: • Stop signs will be installed for exiting traffic at all the proposed access driveways. • The Linneman Rd access will provide two inbound lanes (one for auto traffic and a second for trucks) and a single outbound lane. • Access to Algonquin Road and Dempster Street will be gated and for emergency use only. Part V. Technical Addendum The following Appendices were previously referenced. They provide technical support for our observations, findings and recommendations discussed in the text. Appendices A. Photo Inventory B. 2025 Traffic Count Summaries C. Crash Summary Map D. CMAP Traffic Projections E. June 30, 2025 Preliminary PUD Site Plan F. ITE Trip Generation Excerpts G. Capacity Analysis Worksheets 5253.220 Mt Prospect Tech Campus TIS 07072025.docx Gewalt Hamilton Associates, Inc. Page 276 of 1060 Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois TECHNICAL ADDENDUM Page 277 of 1060 Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois APPENDICES A. Photo Inventory B. 2025 Traffic Count Summaries C. Crash Summary Map D. CMAP Traffic Projections E. June 30, 2025 Preliminary PUD Site Plan F. ITE Trip Generation Excerpts G. Capacity Analysis Worksheets fail, GH, d 1 Page 278 of 1060 APPENDIX A Photo Inventory Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Page 279 of 1060 cn L N Q E 0 t v m O L Q m m E i J O L V m f+ O O J m E J v m O L m cn L O L V m f+ O co O O J r 0 a. O i W O AW O a. Q CL CL I O O O O O 00 N cu - J 0 L ca Cr r. O ED a O L v ca t O co cm r. O O J J t O L CL CL c� Cr r. O ED a O L V O Z cm O O J 0 a. i W O AW O a. Q a� CL CL O O O O T- oo N cu 0- CD t� L W cn CD --+ m Cr r. O cm a O L m m Mt O z cm O O J t� i W cn CD E O L O a O m as cm r. °O J t� m L. i W cn CD E O L I.L Cr r. O CD a co r. O �a m W cm O O J �� 0 a. O 4� O AW O a. Q CL CL O O O O N 00 N cu 0- C� i AMEN r. W AW cn f+ ■ R CD E O L f+ co L 0 Q E 0 O L V O Z i O O J t� L W cn CD cn L Q O L v O cn O O J C� L i W cn OR CD E O L cn CIO E _O m f+ i O O J t� L i W co CD E O L co L CL E 0 0 O W O O J 0 a. O W O AW O a. Q CL CL I O O O O M 00 N cu 0- 0 a. O W AW O s a. Q CL CL I CD 0 r. L W cn s L O Z CD I.L J O L V cm i O O J O O O O 00 N N 0- C� L W 4) cn .E 0 E O L ca J O L C� ca s O cn 0 O J CD C� ca L W cn MR CD N� I.L i i J O L C� ca c� W cm O O J CD 0 r. m L i W cn MR CD E O L I.L m E J tm r. _O c� m W O O J 0 a. O 4� AW O s a. Q CL CL O O O O 00 N 0- t� L W cn O cn E O L I.L i J _O O cn O O J 0 a. O AW O a. Q CL CL I O O O O O 00 N cu 0- APPENDIX B 2025 Traffic Count Data Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Page 287 of 1060 X Q QL El LO j N Q O E N M C) N O E •• Co a) Z Or)Z �U (D O�Co Un C) L cu U C N U N > M .0 N 0 _r_CM �-- E Q � � CM ^ W cw i--+ _O to " �. � �O .00 CC G L _M N Q cA C) 0 � C� O I 00 1-1 70 -0 Q Z) m � � C }, O r U)Uc0 L I �N ' O c l ONLO 0i 2 � ti H O r O Lo iz Oi CN O 1 O 60 Iz N N a0 Lf) I� LO N O ' 1 c0 cD -v O v C M LO LO - LO t CO CO co CO CO CO CO LO co O M O O O H Q Lo N O M O M coO co T O) M ClO M Lf) O N , I— 00 O I� O ti r O O M LO O I-- m CO O LO 00 Ln I-- ON O , M O O CO N r r N N O O O O Q Q a) r M r M M O N r CO CO M ti LO ~ N d7 N Lf) CON N CO CD CDO r M O O O CDO O E O U L 0 Q O r CD r N N f� N M 00 CD N ti N M Lf ) N I` m Ln O M In CO In M N CD In 00 co Ln I- m In CO N r [I- 00 � U-) ti U-)r � � � O r r O CD CD O O � W O CO ti ti LO LO co M O) , Lf) r O O M In O 07 I` 00 O � O CO M ~ N � LO 00 r O O J r r I- r r r N N r N N r N N N ivy N r O C) O O O O O O O O O O I r O O O r r O O O r N N O O O N O 6 O r O O O O O O O C7 O (B 0 O N LO N CO N M M �t O CO CO I— CO 't LO I'- N r r Q0 N r N LO CO 00 I- O O It LO N CO LO 't It O LO U)1 C C) M N 00 w N N O M O O O C) Q I? r r r r M r r r r CO N N N N CD N N N r 0') co N O r r Q CD N N Il- N U) N N M "t M 00 M M M r N N , M't LO CO N I r r--O m ti Cfl ti CD CO CD� CO � r N CO CO M LO � 00 00 N � M � Ln O O O O r r N N 0) N 0 � � O LO O 0) O M O 0) 00 M LO N r 0) N r r N r LO O r O 00 C) CO r � LO T O O T 00 O r 00 C)Cfl ti 0)M r 00 r r 00 r M r O CO N N r N CO N It O O CD N CV r O C) m 0 Z N r M N M O CO O O r CO M I` ON LO M M NC:) O ti O r NC) C)J L :3 O O O O O r O O O r O O O N N r O r r M CO N O r O CO O 6 O r O O O O O O O O O 0 N 0-)r Co N I- C) N 00 47 0) O CD O C) M CDr O 1 r r� CDM r O N N I` M r O) r CD M O C)i— P- O C)ti 00 O O CO M O O O O Q0-) r r r r r r r r r r r r N a7 N Q Q I r r r r I-- r M LO LO r 't r LO r LO r M LO , CO N -,t N -,t M I` N CO NM It M CM LO CM N M r,-:O) 0) cvy M M � r O � O O O O O O r r L j N � O co M m M I r' L() M It O CO � � N r , d7 r It N It L() � r CO O M lf) O LO � r � 00 M 00 N ti O CO r N N M't O O O O N J CO M I- It N CO I- � N 00 M N LO LO N't It d7 Lr) m M N � U) Lf) 00 It 00 r It CO CO O LO 't N r U) 00 L-qO 00 I` ti CO (00 r r ti r Ln N M C)C:)C) O C L O O (] O O O CD Co (] O 1 C) O C) O CD Co O O O C) O O C:) C 1 O 1 O 1 O 1 0 LO U') r O O N r N CO O CO I- 't O CO 00 I-- I- M M 00 00 CO O O C)M CO O I` CO CO CO CD O 00 O O't N LO CV Lf) ti Lo ti O Q C)coM co M N O r Lf) rco C:) C) Q M O Cal 00 't r M r I- M � r r- r r N 00 r CD, I- 00 r CD N LO r N N U') r--r M W r CO r 00 r M I� LO O r M N Cq N r C)q CDO O N N 70 70 � C: 0 L a)r m O Co co N m CO r r CD (�J m 00 r � M W N U')CO r CO r I-- ItCD.I-CO r N r I� CO O r 00 r O r 00 N r CO I- U')r It N r- CO r � M r CO It r It I` U')N r O 00 ti N N a0 N O I- Ln r Cfl M r ti O O O CD w r r ti r N Lf) O r r r 00 r f� r CO LfU')M , O M N m M CO M 00r N r M N r N N N CO NM W CO co 0� I'- M LO N CO CV M Cc 0p r C:) O O C:)J O O C L O O O O O O O O O O O O O O O O O O O O O CD CD O O O O O _Ile ~ Y _0 co (6 0 O ~ Q Q Q Q C)U-)C)U-)C)U-)C) � Q Q Q Q U-)w Q C)Lo C) Lo H , tl C)m C)U-)� H H � V o � �, � � S � 0 � O r CO O r CO O r M't " O r CO � i= L O J O � ca O 0 U I� I� I� I� O co o6 o0 0o O m 4 4 4 4 O i� 6 C6� 0 M Q� o Q m m Q o 0 O 2 ry U) U) I m U) LO j N Q o E N M 0 N o E .. 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Z 0 Z 4-jU� N O��(o Gown E Co O O U C U)U N U) N --� 6 ' cm i 0 U) 0) a--� �w -I.-+ _O to U) cn EO 00 0- MU- =o 2 N vi C) c6C0 =rn = 00 (D o C 00 1-1 U) (1) Z) U Q = -0Or �Uc�o C:N' O E 04 M cNIlp2 J Ln f` (D ca ~ co Lo 4 U.)Lo N O O N C CD0 p O O (II H In N N N f- N r coM Lo m M M 00 M N O r O O O Q Q O Q O r r O Co L N ti r p N p N p O O N 70 70 m 0 � N O J z i N r N fl- N ap N O C) N Lo N � M O CO O 00O O C6 N O N O O O O O O L F � O O O O O p O Op O CD CD CD O G � O H co � CO It M O 0-)1` O Lq � � N O O O O O O O Q Q N O 0') C L6 ��j.� `V L O N O f� C7 M p f� p O Q O 0 O C> Q 70 r Ci C L U) O U 2 ¢ � J r ~ Or C!7 M O N CD M N O O O O rl \ O N E L FD O O O O O O Op CD1 CD CD CD / O 5O G C • L U-) U-)N r r N Cfl M CDr CD M O co m i` CDO CD CDO CDQ 0-r O r O p0 O O cq CD � co M CD CDCDM NCo r O 70 _0 Q� C: =3 C O E -0 � N s= � O J U) �, JO O O O O O Op O O O O O i � O O O O O O p O O O O O d o U a, E � 5 � -0 O -0 0 m c O O o CU Ln Ln Ln Ln O H ca O Q �• O ~ _ �_ J810 N 2 N U (6 fn O j, 0 N U U_ a IE Q m m Q o o T— APPENDIX C Crash Summary Map Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Page 303 of 1060 APPENDIX D CMAP Traffic Projections Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois Page 305 of 1060 4.33; West Van Buren� Street, Suite 450 II i 1 go, 116,0607 April 10, 2025 Daniel P. Brinkman, PE, PTOE Senior Transportation Engineer Gewalt Hamilton Associates 625 Forest Edge Drive Vernon Hills, IL 60025 Subject: Algonquin Rd, Busse Rd, Dempster Street, & Linneman Rd IDOT Dear Mr. Brinkman: In response to a request made on your behalf and dated April 9, 2025, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Dempster Ave east of Linneman Rd 1000 12,300 Dempster Ave west of Linneman Rd 9,950 111900 S Linneman Rd south of Dempster Ave 100 100 E Algonquin Rd east of S Busse Rd 131100 171100 W Algonquin Rd west of S Busse Rd 261000 291000 S Busse Rd north of Algonquin Rd 1400 1800 S Busse Rd south of Algonquin Rd 251200 271600 Traffic projections are developed using existing ADT data provided in the request letter and the results from the December 2024 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806 or email me at jrodriguezkcmgp.illinois. o�v Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2025_trafficForecasts\MountProspect\ck-34-25\ck-34-25.docx Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois APPENDIX E June 30, 2025 Preliminary PUD Site Plan Page 307 of 1060 I G z W COD W J 0 W y O a O 9= z O ry Q O Cf) (.D Q m Z OO w V) v m ZLLI ZLLI W Q � � U� � :2 :2 > J � z z w w Q U O Z- z p p > > .. (> _j Q Q CD 0Q Q Y Q w �m 46 � Q W J orf I --pp pcn w� � Z Q (n p � mm� pp w wQN^�> w nof - m o cn pQp m�pCQ� zJz Q UQ 0U) >-- Qp � w O i w > >L- U Np Nof QD �p U U U O C� Of I-- � �C� �� W O~ U U U C' w Q w CO CO _m Zm a- a- a- c/) Q a- z p mm� 'ya I 0 00 o R % 00 4 9'• ' o w 0O I a T 5 w U Z Z O U LLJ J w � J w a_ Q U p Z Z w D z o � a_ O w w c Q:� m e � Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois APPENDIX F ITE Trip Generation Excerpts Page 309 of 1060 7/1/25, 2:02 PM itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TASIDE&x=1300&edition=685&IocationCode=General Urb... Appendix F Data Center (160) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. 1000 Sq. Ft. GFA: 267 Directional Distribution: 55% entering, 45% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.11 0.03 - 0.22 0.06 Data Plot and Equation Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TASIDE&x=1300&edition=685&IocationCode=General Urgl-')ellb.Of 1 ado 7/1/25, 2:02 PM itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TPSIDE&x=1300&edition=685&IocationCode=General Urb... Appendix F Data Center (160) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 5 Avg. 1000 Sq. Ft. GFA: 262 Directional Distribution: 30% entering, 70% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.09 0.03 - 0.13 0.04 Data Plot and Equation Caution — Small Sample Size Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TPSIDE&x=1300&edition=685&IocationCode=General Uro-*"* --Of 1 ado 7/1/25, 2:01 PM itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=AWDVTE&x=1300&edition=685&IocationCode=General U... Appendix F Data Center (160) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Data Plot and Equation 1,400 1,200 1,000 w 800 600 400 200 Caution - Small Sample Size 100 150 200 X = 1000 Sq . Ft. GFA Average Rate R2= **** Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=AWDVTE&x=1300&edition=685&IocationCode=General lo. Of 1 ddo 7/2/25, 11:24 AM itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TASIDE&x=872&edition=685&IocationCode=General Urb... Appendix F Data Center (160) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. 1000 Sq. Ft. GFA: 267 Directional Distribution: 55% entering, 45% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.11 0.03 - 0.22 0.06 Data Plot and Equation Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TASIDE&x=872&edition=685&IocationCode=General Urb PWUJY.Of 1 ddo 7/2/25, 11:24 AM itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TPSIDE&x=872&edition=685&IocationCode=General Urb... Appendix F Data Plot and Equation Caution — Small Sample Size Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=TPSIDE&x=872&edition=685&IocationCode=General UrbFwl -Of 1 ddo 7/2/25, 11:27 AM itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=AWDVTE&x=872&edition=685&IocationCode=General Ur... Appendix F Data Center (160) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Data Plot and Equation Caution — Small Sample Size Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/query/PrintGraph2?code=160&ivlabel=QFQAF&timeperiod=AWDVTE&x=872&edition=685&IocationCode=General UrN �. Of i ad0 Appendix F Land Use: 160 Data Center Description A data center is a free-standing warehouse type of facility that is primarily used for off -site storage of computer systems and associated components including applications and secure data. Some data centers may include maintenance areas and a small office. Data centers may be occupied by single or multiple tenants. Data centers typically have a small number of employees and visitors. Additional Data For the two data sites with time -of -day data, the AM and PM peak hours for the sites were between 6:30 and 7:30 a.m. and 3:00 and 4:00 p.m., respectively. The sites were surveyed in the 2010s in Illinois and Virginia. Caution should be used when applying trip generation rates for data centers, as the database contains a small number of sites with limited data on the number of tenants and employees. To assist in the future analysis of this land use, it is important that this information be reported. Source Numbers General Urban/Suburban and Rural (Land Uses 000-399) 187 Page 316 of 1060 Mount Prospect Technology Campus 1200 E Algonquin Road Mount Prospect, Illinois APPENDIX G Capacity Analysis Worksheets Page 317 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst DB Analysis Date Apr 21, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �� 1 ��. �� Urban Street DEMPSTER ��ntersection Analysis 111111111 Year EXISTING 2025 Analysis Period ���������S ������0 �������25 1> 7:00 ���� �k, ,c D E M PIIIIIIIIIIISTE R@ B U S SIE F i I e N a m e 2 D E M P-B U AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 129 8 199 184 57 8 451 154 62 708 60 Signal Information ���������� �����������C ������� ������1��������������2���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I c�l�������e s Rellllf y re n ce Phase . IIII JII'" i �.��� 11 Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillil llillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillilliillillillillilli illillillillillillilliillillillillilliillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On .T Green 3.5 69.7 3.7 8.3 12.4 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 43 129 8 199 184 57 8 451 154 62 708 60 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 2000 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 1 2 4 16 11 15 8 7 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 105 0 175 0 125 0 145 205 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.6 26.4 25.2 36.0 49.2 19.2 68.4 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 8 3 8 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 5.0 3.0 5.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1" IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � � � ����� � IIIII IIIII V ii�.0 ����������� � 5 IC°"�� IIIIIIIIIIII'1 IIII IIIII°°�°',,,,,ill ��°���° ,1.1 ��I ,��uu!!��''�i��. �����:�,�������:����u �u�� Page 318 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst DB Analysis Date Apr 21, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �� 1 ��. �� Urban Street DEMPSTER ��ntersection 111111111 Analysis Year EXISTING 2025 Analysis Period ���������S ������0 �������25 1> 7:00 ���� �k, ,c D E M PIIIIIIIIIIISTE R@ B U S SIE F i I e N a m e 2 D E M P-B U AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � 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""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 129 8 199 184 57 8 451 154 62 708 60 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I C cle s 120 0 Rellllference Phase 21 Y IIII JII'" i ,�11 11 . Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillil llillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillilliillillillillilli illillillillillillilliillillillillilliillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Green 3.5 69.7 3.7 8.3 12.4 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 2 1 6 Case Number 1.1 4.0 2.0 3.0 7.3 1.0 4.0 Phase Duration, s 7.2 18.4 19.0 30.2 75.7 7.0 82.7 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 9.1 4.0 9.1 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 4.7 6.4 15.1 7.6 3.8 Green Extension Time ( g e ), s 0.0 6.0 0.3 7.3 0.0 0.2 0.0 Phase Call Probability 0.78 1.00 1.00 1.00 0.89 Max Out Probability 0.01 0.27 0.16 0.08 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 45 72 72 209 194 60 250 233 162 65 410 399 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1885 1846 1875 1752 1409 1781 1664 1422 1697 1796 1746 Queue Service Time ( g S ), s 2.7 4.3 4.4 13.1 5.6 4.3 0.0 4.7 6.5 1.8 5.8 7.0 Cycle Queue Clearance Time ( g � ), s 2.7 4.3 4.4 13.1 5.6 4.3 4.7 4.7 6.5 1.8 5.8 7.0 Green Ratio (g/C) 0.13 0.10 0.10 0.13 0.20 0.20 0.58 0.58 0.58 0.63 0.64 0.64 Capacity ( c ), veh/h 240 194 190 242 706 284 1065 966 825 584 1148 1116 Volume -to -Capacity Ratio (X) 0.189 0.372 0.378 0.867 0.274 0.211 0.235 0.241 0.196 0.112 0.357 0.357 Back of Queue ( Q ), ft/In ( 95 th percentile) 54 97 96 291 113 77 79 78 104 31 92 104 Back of Queue ( Q ), veh/In ( 95 th percentile) 2.2 3.8 3.8 11.5 4.4 2.7 3.1 2.9 3.7 1.2 3.5 4.1 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.52 0.00 0.00 0.00 0.62 0.00 0.00 0.72 0.15 0.00 0.00 Uniform Delay ( d i ), s/veh 46.2 50.2 50.2 51.3 40.5 40.0 6.4 6.2 11.9 8.9 3.6 4.6 Incremental Delay ( d 2 ), s/veh 0.4 2.5 2.6 15.4 0.4 0.8 0.5 0.6 0.5 0.1 0.9 0.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 46.6 52.7 52.9 40.9 40.8 6.9 6.8 12.4 9.0 4.5 5.5 Level of Service (LOS) D D D D D A A B A A A Approach Delay, s/veh / LOS 51.3 D 8.3 A 5.3 A Intersection Delay, s/veh / LOS Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.30 B 2.40 B 2.24 B Bicycle LOS Score / LOS 0.64 A 0.87 A 1.02 A 1.21 A � � �� ���� � ��� a �� � ��� �� IIII�������� �� IIIII � � ,����� ����� � �� � ���� ����� ��� � ����� ��III IIIII IIIII�� ��„� ,���'�� IIIII IIIII ���.���� �,� IIIII � IIIII ���. � � � ��� .�� ����� � �� �� IIIII � � � � � ����� � � ��������������� ����� � � � � � ���� � ������ � ����� ����� � ����� ",1 � ����� � � ����� � � � ���� ����� �� IIIII IIIII IIIII' IIIIII IIII IIIIf �11111111111111 11 I PS 111u!!'ik IIIII 11111 ����� 1 �u Page 319 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 Analyst DB Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIIIAM PHF III0.95 �1 Urban Street DEMPSTER Analysis Year EXISTING 2025 Analysis Period 1> 7:00 ���� �N ,c IIIIIIntersection DEMP°IIIIIIIIISTER @ BUIIIIIIIIIIISIIIIIIIIIIISIE 111111111File Name 21IIIIIII01IIIIIIII25 DEMP-BUIIIIIIIIIIIS AM.xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 129 8 199 184 57 8 451 154 62 708 60 Signal Information ���������� IIIIIIIIIIIC ������� IIIIII1�IIIIIIIIIIIII2�IIIIIIII0� IIIIIIIIIIOII ��������� ���������� ���� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... IIIIIIIIII21 mIIII :W �,'�I �w'�II . ". y cII�IIIIIIe s Re°IIIfIIIIIIe re n ce Phase �.��� I��� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I Offset, s 0 Reference Point BeginIlll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 3.5 69.7 3.7 8.3 12.4 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.5 3.5 3.5 4.5 0.0 illillillillillillilliillilliillillillillillillillillilliillillil illillillillilli lillillilliillillillillillillilliil illillillilliilillillilillillillill illillilliillillillill illillilliillillillillillillilliillillill illillillillilliillilliil illiillillillillillillill llillillillillillillilliillillillillillilli �....I' Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.992 1.000 0.984 0.969 0.875 1.000 0.914 0.883 0.938 0.945 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.974 0.974 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.979 0.979 0.000 0.847 0.000 0.847 0.972 0.972 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 1810 3515 216 1875 3505 1409 60 3385 1422 1697 3266 277 Proportion of Vehicles Arriving on Green (P) 0.03 0.10 0.10 0.13 0.20 0.20 0.58 0.77 0.58 0.03 0.85 0.64 Incremental Delay Factor (k) 0.11 0.23 0.23 0.20 0.23 0.23 0.50 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Green Ratio (g/C) 0.13 0.10 0.13 0.20 0.58 0.63 0.64 Permitted Saturation Flow Rate (sp), veh/h/In 1208 0 0 0 685 876 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 12.4 0.0 0.0 0.0 69.7 71.7 0.0 Permitted Service Time (gu), s 12.4 0.0 0.0 0.0 69.6 65.0 0.0 Permitted Queue Service Time (gps), s 0.0 0.0 0.5 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 40.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s 4.7 Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.557 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.155 0.000 0.146 0.000 0.095 0.000 0.082 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 206.04 48.27 402.81 38.27 1161.01 10.56 1277.78 7.82 Bicycle Fw / F� -3. 64 0.16 -3. 64 0.38 -3. 64 0.53 -3. 64 0.72 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst DB Analysis Date Apr 21, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street DEMPSTER Analysis Year EXISTING 2025 Analysis Period 1> 7:00 Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillili DEMPSTER @ BUSSE File Name iiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillilI 2025 DEMP-BUS AM.xus Project Description CLOUD HQ Demand Information EB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillilillilI Approach Movement L T Demand (v ), veh/h iiiiiiiiiiiiiiiiiiiiiillillillilililililill1111111 43 129 Signal Information )�11"I'llkwCycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 3.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "'''''''I''''' Uncoordinated Uncoordinated No Simult. Gap E/W On Yellow 3.5 onessommossomm ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillFixed Simult. Gap N/S OniiiiiiiiRed 0 0 Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS WB NB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliilillilI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillilillilI R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII L iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillilililI T R 8 199 184 57 8 451 154 ������������������������������������������������������������������������������������������������������������l������������������������������������������������������������������������������������������������������������������i�������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� IIMULI III III ��������������������������������������������������������������������������������������������l�������������������������������������������������������������������������������������� ITIIIII ,,III 11 69.7 `����� 3.7iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillilillilI 8..... 3iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillillilI ............ 1....... 2......... .............................................................. .4iiiiiiiiiiiiiiiiiiiiiillillilliillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillilillilI "I'l""I'll""I'll'll""I'll""I'll",,,'ll""I'll""IlI "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""'ll""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""'ll""I'l,"",',,',,""II 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillilIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliI 4.5 11 3.5 4.5 0.0he ............................ M3.5 1.5'`71 0.0 0.0 1.5 0.0 . SB L T R 62iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI708 60 EB WB NB SB L T R L T R L T R L T R 54 97 96 291 113 77 79 78 104 31 92 104 2.2 3.8 3.8 11.5 4.4 2.7 3.1 2.9 3.7iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillillillillillillillilliillillillillillI 1.2iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillillillillillillillilliillillillillililllI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliI 3.5 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillI 4.1 0.52 0.00 0.00iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI 0.62iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 0.72iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 0.15iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillillillilillillillillillillillillilliillillilillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 0.00 46.6 52.7 52.9iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 40.9iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 40.8 6.9 6.8iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 12.4iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 9.0iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 4.5iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillillillilillillillillillillillillilliillillilillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 5.5 D DiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilllillillilillillilllliillillillillillillilliillillillillillillilliillillillilliillillillillillillillilI DiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillilIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliililI DiiiiiiiiiiiiiiiiiiiiiilillillilliD AIIIIIIIIIIIIIIIIIIIIIillillillillillillilliI BiiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillillI AiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliI AiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillillillilillillillillillillillillilliillillilillillillillilIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI A 51.3 IIIIIIIIIIIIIIIIIII"I'l""I'llIll""I'll""I'll",Ill""I'llI Diiiiiiiiiiiiiiiiiiiiillillill 111111111111111111111111111� iiiiiiiiiiiiiiiiiiiiiililillAiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillililIiiiiiiiiiiiiiiiiiiiiiilli 8.3 A 5.3 A II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2.2 � 46.6 3.8 1 52.7 3.8 1 52.9 4.1 3.5 1.2 5.5 4.5 9.0 40.8 2.7 40.9 [ 4.4 66.7 ,°„°0? 11.5 6.9 6.8 12.4 13.1 2.9 3.7 Queue MMMM Delay � Queue Storage Ratio < 1 Queue Storage Ratio > 1 Page 321 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- IIII� I, III ��I����� I III � I� ��I ,III, I � � �. Vu i,,,, �9 ���„� �� ��� i � i �.,.. ,I u���, ����� u���ol �� ��� ��������� u���� .w,��' ��� i���, �� ��� ����� ����i � ��� �����. ���� I,. �������� °' I � u �i �� ��� � i���i i��� � �� �I ������ li� ��� i��� I i I i I I ���� i ��� p��� �� �� ��� ii,���, � ���� IIIII i���� i i I � V V I ...IIV� � �� I ..� � ..��. ..�i. ...Ills �i I �� I I I � u u � i ! I i I ... � I ill iu I i .� �'' 'IV. u, W w w I I.� III I � uu I! I Sul Sul uu � I I I 9 II I II � V � II II '� �� � I I I II �� � �� � IIIII�� I IIIII �� I � I�� �� � ����� III � !���. � I �� � I� � �� ���I � Illlf !!!!��� IIIIII � �... �IIII I I �IIII �� � !!!!i !!!!! III I �!!!!! �" � IIIII IIIII � !!!!r� !� ��:,u ,III �� IIIII II�.!!!! '� IIIIII I� IIIII II� !�� � � � I III ��� �� IIIII � ��� � � � I ��� � � IIIII ��� !!!!� �!!!!! � � !!!!gym �w� u�!!!!�m !�� I�� � �� ����� �IIII � �IIII � � ,�IIII � � ����� '� � ���� � � IIIII IIIII 2 0 3 2 II�II1 III Page 322 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �� 1 ��. �� Urban Street DEMPSTER ����������������I�������ntersection ���� ��������D ���������@ Analysis �111111111 Year NB 2032 ������ ����������2���������0����������3��������2 Analysis Period 1 > 7:00 ���� �., ,c E M P�����������STE R B U������������S������������S�E F i I e N a m e N B D E M P-B U�����������S AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 147 8 209 194 58 8 466 156 64 728 60 Signal Information ���������� �����������C ������� ������1��������������2���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I c�l�������e s Rellllf y re n ce Phase . IIII JII'" i �.��� 11 Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillil llillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillilliillillillillilli illillillillillillilliillillillillilliillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On .T Green 3.6 68.0 3.6 9.0 13.2 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 43 147 8 209 194 58 8 466 156 64 728 60 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 2000 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 1 2 4 16 11 15 8 7 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 105 0 175 0 125 0 145 205 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.6 26.4 25.2 36.0 49.2 19.2 68.4 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 8 3 8 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 5.0 3.0 5.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 � �� ��� IIIII i ����� �� ��������� ��� � � � ����� ��i���l IIIII IIIII ���������� � ,��� ��IIIII IIIII ���.���� IIIII � IIIII����.�� � � �� � ��� �� � � ����� 1" IIIII �� �� �� � i ������ � � ������ ����������� � � ��� ��� � ������ � ����� � �� � � ����� ����� l ������ �� � � � IIIII IIIII 03 IIII il�IIIII ll�� IIIII' IIIIIIIIIIIIIIIIIIIII IIIII ° ,, IU�41 ,111 �� Page 323 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �1 Urban Street DEMPSTER ����������������I�������ntersection ���� ��������D ���������@ �111111111 Analysis Year NB 2032 ������ ����������2���������0����������3��������2 Analysis Period 1 > 7:00 ���� �., ,c E M P�����������STE R B U������������S������������S�E F i I e N a m e N B D E M P-B U�����������S AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 147 8 209 194 58 8 466 156 64 728 60 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I C cle s 120 0 Rellllference Phase 21 Y III JII'" i ,�11 11 . Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Green 3.6 68.0 3.6 9.0 13.2 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 2 1 6 Case Number 1.1 4.0 2.0 3.0 7.3 1.0 4.0 Phase Duration, s 7.1 19.2 19.6 31.7 74.0 7.1 81.2 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 9.1 4.0 9.1 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 4.6 6.9 15.8 7.8 3.9 Green Extension Time ( g e ), s 0.0 6.3 0.3 8.0 0.0 0.2 0.0 Phase Call Probability 0.78 1.00 1.00 1.00 0.89 Max Out Probability 0.01 0.34 0.27 0.10 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 45 82 81 220 204 61 259 240 164 67 420 409 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1885 1851 1875 1752 1409 1783 1664 1422 1697 1796 1748 Queue Service Time ( g S ), s 2.6 4.8 4.9 13.8 5.8 4.3 0.0 5.2 6.8 1.9 6.7 7.9 Cycle Queue Clearance Time ( g � ), s 2.6 4.8 4.9 13.8 5.8 4.3 5.2 5.2 6.8 1.9 6.7 7.9 Green Ratio (g/C) 0.14 0.11 0.11 0.13 0.21 0.21 0.57 0.57 0.57 0.61 0.63 0.63 Capacity ( c ), veh/h 246 207 203 252 750 301 1042 943 806 563 1125 1095 Volume -to -Capacity Ratio (X) 0.184 0.395 0.400 0.873 0.272 0.203 0.248 0.255 0.204 0.120 0.373 0.374 Back of Queue ( Q ), ft/In ( 95 th percentile) 54 109 108 306 117 77 88 88 110 33 106 117 Back of Queue ( Q ), veh/In ( 95 th percentile) 2.2 4.3 4.3 12.1 4.5 2.7 3.5 3.2 3.9 1.3 4.0 4.7 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.51 0.00 0.00 0.00 0.62 0.00 0.00 0.76 0.16 0.00 0.00 Uniform Delay ( d i ), s/veh 45.5 49.7 49.7 50.9 39.4 38.8 7.2 7.0 12.7 9.5 4.2 5.2 Incremental Delay ( d 2 ), s/veh 0.4 2.6 2.7 17.0 0.4 0.7 0.6 0.7 0.6 0.1 1.0 1.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 45.8 52.3 52.4 39.8 39.5 7.7 7.6 13.3 9.6 5.2 6.2 Level of Service (LOS) D D D D D A A B A A A Approach Delay, s/veh / LOS 50.9 D 9.1 A 6.0 A Intersection Delay, s/veh / LOS . Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.30 B 2.41 B 2.24 B Bicycle LOS Score / LOS 0.66 A 0.89 A 1.03 A 1.23 A 11 �I 1 " Page 324 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �1 Urban Street DEMPSTER Analysis Year NB 2032 Analysis Period 1 > 7:00 ���� �., ,c ����������������I�������ntersection ���� ��������D E M P�����������STE R ���������@ B U������������S������������S�E �111111111 F i I e N a m e ������ ����������2���������0����������3��������2 N B D E M P-B U�����������S AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 147 8 209 194 58 8 466 156 64 728 60 Signal Information ���������� �����������C ������� ������1��������������2���������0� ����������0�� ��������� ���������� ������e ���� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ����������21 "' "' c�l�������e s Rellllf y re n ce Phase �.��� Offset, s 0 Reference Point BeginIlll .T iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillil llillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillilliili illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliillilliilillillillillillillillilliillillillilli Green 3.6 68.0 3.6 9.0 13.2 0.0 ""Ill""I'll""I'll",Ill""I'll "I'll",llIll""I'll""I'll",Ill""I'lIl illillillillillillillillillillillilliillilli lillillillillillillillillillilliillillililli illillilillillillillillillillilliillillililli lillilliillillillillillillillilliillillillill llillillilliillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.992 1.000 0.984 0.969 0.875 1.000 0.914 0.883 0.938 0.945 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.975 0.975 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.982 0.982 0.000 0.847 0.000 0.847 0.973 0.973 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 1810 3544 192 1875 3505 1409 58 3389 1422 1697 3274 270 Proportion of Vehicles Arriving on Green (P) 0.03 0.11 0.11 0.13 0.21 0.21 0.57 0.76 0.57 0.03 0.84 0.63 Incremental Delay Factor (k) 0.11 0.23 0.23 0.22 0.23 0.23 0.50 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Green Ratio (g/C) 0.14 0.11 0.13 0.21 0.57 0.61 0.63 Permitted Saturation Flow Rate (sp), veh/h/In 1197 0 0 0 672 863 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 13.2 0.0 0.0 0.0 68.0 70.0 0.0 Permitted Service Time (gu), s 13.2 0.0 0.0 0.0 67.3 62.8 0.0 Permitted Queue Service Time (gps), s 0.0 0.0 0.6 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 40.1 0.0 0.0 Queue Service Time Before Blockage (gfs), s 5.2 Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.557 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.155 0.000 0.145 0.000 0.097 0.000 0.085 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 219.76 47.54 427.83 37.08 1133.92 11.25 1253.03 8.37 Bicycle Fw / F� -3. 64 0.17 -3. 64 0.40 -3. 64 0.55 -3. 64 0.74 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street DEMPSTER Analysis Year NB 2032 Analysis Period 1 > 7:00 Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillili DEMPSTER @ BUSSE lillillilli1111111:11111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIillillilli�illillillillillillilliillillillillillilliilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillilI File Name 2032 NB DEMP-BUS AM.xus Project Description CLOUD HQ Demand Information EB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillilillilI Approach Movement L T Demand (v ), veh/h iiiiiiiiiiiiiiiiiiiiiillillillilililililill1111111 43 147 Signal Information )�11"I'llkwCycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 3.6 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "'''''''I''''' Uncoordinated Uncoordinated No Simult. Gap E/W On Yellow 3.5 onessommossomm ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillFixed Simult. Gap N/S OniiiiiiiiRed 0 0 Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS WB NB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliilillilI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillilillilI R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillillillillillillilliillillillillillI L iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillilillilI T R 8 209 194 58 8 466 156 ������������������������������������������������������������������������������������������������������������l�����������������������������������������������������������������������������������������������������������������i��������������������������������������������������������������������������������������������������� ��������������� �������������������������������������� IIMULI ����������������������������������������������������������������������������� ������������� III III ������������������ ��������������������������������������������������������������������������������������������l�������������������������������������������������������������������������������������� 171IIIII ,,III 68.0 "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I',���������������'ll""I'll""I'll","I 3.6 "I'l""I'll""I'll'll""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll""I'll""I'll",'ll""I'll""I'l'll"I ....... . . . . . . ................................................................. 9.0 ....... .. ............ .................................................. ............ ...................... . .......... 1....... 3.2 "I'l""I'll""I'll'll""I'll""I'lI ...... 0.0 "I'l""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll",'ll""I'll""'ll""I'll""I'll",'ll""I'll""I'll'll""I'll"I 11111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilililllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillI4.5 3.5 3.5 4.5 0.0 1.5 0.0 0.0 1.5 0.0 `7 5. SB L T R 64iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI728 60 EB WB NB SB L T R L T R L T R L T R 54 109 108 306 117 77 88 88 iiiiiiiiiiiiiiiiiiiiiillllllllllI 110 33 106 117 2.2 4.3 4.3 1 2. 1 4.5 2.7 3.5 3.2 3.9 1.3 4.0 4.7 0.51 0.00 0.00iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI 0.62iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiill 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillililI 0.76iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillilliI 0.16iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillilillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillililI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillI 0.00 45.8 52.3 52.4iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 39.8iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 39.5iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI 7.7iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI 7.6iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI 13.3iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 9.6iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 5.2iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillillillilillillillillillillillillilliillillilillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 6.2 DIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID DIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID A A 1111 B A A 50.9 D 9.1 A 6.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4.7 4 1.3 6.2 5.2 9.6 2.2 �= 45.8 39.5 2.7 4.3 Q52.3 39.8[ 4.5 4.3 Q 52.4 67.9 ,°„°0? 12.1 7.7 7.6 13.3 II...�:` S IG,� 3.5 3•2 Queue Delay 3.9 0 II...0S Ii) � Queue Storage Ratio < 1 IL..OS IE MENIIIIIIIIIE Queue Storage Ratio > 1 I...0 S IF Page 326 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- IIII� I, III ��I����� I III � I� ��I ,III, I � � �. Vu i,,,, �9 ���„� �� ��� i � i �.,.. ,I u���, ����� u���ol �� ��� ��������� u���� .w,��' ��� i���, �� ��� ����� ����i � ��� �����. ���� I,. �������� °' I � u �i �� ��� � i���i i��� � �� �I ������ li� ��� i��� I i I i I I ���� i ��� p��� �� �� ��� ii,���, � ���� IIIII i���� i i I � V V I ...IIV� � �� I ..� � ..��. ..�i. ...Ills �i I �� I I I � u u � i ! I i I ... � I ill iu I i .� �'' 'IV. u, W w w I I.� III I � uu I! I Sul Sul uu � I I I 9 II I II � V � II II '� �� � I I I II �� � �� � IIIII�� I IIIII �� I � I�� �� � ����� III � !���. � I �� � I� � �� ���I � Illlf !!!!��� IIIIII � �... �IIII I I �IIII �� � !!!!i !!!!! III I �!!!!! �" � IIIII IIIII � !!!!r� !� ��:,u ,III �� IIIII II�.!!!! '� IIIIII I� IIIII II� !�� � � � I III ��� �� IIIII � ��� � � � I ��� � � IIIII ��� !!!!� �!!!!! � � !!!!gym �w� u�!!!!�m !�� I�� � �� ����� �IIII � �IIII � � ,�IIII � � ����� '� � ���� � � IIIII IIIII 2 0 3 2 II�II1 III Page 327 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �� 1 ��. �� Urban Street DEMPSTER ����������������I�������ntersection ���� ��������D ���������@ Analysis �111111111 Year TOTAL ������ ����������2���������0����������3��������2� 2032 Analysis Period 1 > 7:00 ���� �k, ,c E M P�����������STE R B U������������S������������S�E F iI e N ame T����������OT D E M P-B U�����������S AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' ' ' ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 162 8 209 206 70 8 466 156 79 728 60 Signal Information ���������� �����������C ������� ������1��������������2���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I c�l�������e s Rellllf y re n ce Phase . IIII JII'" i �.��� 11 Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillil llillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillil li lillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillilliillillillillillillilli illillillillillillilliillillilliillillillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On .T Green 4.4 66.4 3.6 9.0 14.1 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 43 162 8 209 206 70 8 466 156 79 728 60 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 2000 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 1 2 4 16 11 15 8 7 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 105 0 175 0 125 0 145 205 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.6 26.4 25.2 36.0 49.2 19.2 68.4 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 8 3 8 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 5.0 3.0 5.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 �� ��� ������ IIIII ��� ,������ �� ���� ����� ��� � �� ������� � ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII �.�� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " Illlh � �� ����� ��� .� i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � �������� �� �� ���� ������ ��� ����� �� � ���� � ��� ����� � ��� ����� nIIIV������� 0 3 ell �������� �.....��...... i 1 �.....��...... IIIII°��l�9i) IIII'�'''�'�'�'''�'�'�'''�'� IIII IIIII °1 IIII'�'�'�'�'��'�? � ,�il�����wm� el ''' i� � IIY�� Page 328 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �� �� 1 ��. �� Urban Street DEMPSTER ����������������I�������ntersection ���� ��������D ���������@ Analysis �111111111 Year TOTAL ������ ����������2���������0����������3��������2� 2032 Analysis Period 1 > 7:00 ���� �k, ,c E M P�����������STE R B U������������S������������S�E F iI e N ame T����������OT D E M P-B U�����������S AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 162 8 209 206 70 8 466 156 79 728 60 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' I "' C cle s 120 0 Rellllference Phase 21 Y IIII JII'" i ,�11 11 . Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillil llillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillil li lillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillilliillillillillillillilli illillillillillillilliillillilliillillillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Green 4.4 66.4 3.6 9.0 14.1 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 2 1 6 Case Number 1.1 4.0 2.0 3.0 7.3 1.0 4.0 Phase Duration, s 7.1 20.1 19.6 32.6 72.4 7.9 80.3 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 9.0 4.0 9.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 4.6 7.4 15.8 8.2 4.4 Green Extension Time ( g e ), s 0.0 6.7 0.3 8.7 0.0 0.2 0.0 Phase Call Probability 0.78 1.00 1.00 1.00 0.94 Max Out Probability 0.01 0.40 0.27 0.13 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 45 90 89 220 217 74 259 240 164 83 420 409 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1885 1854 1875 1752 1409 1784 1664 1422 1697 1796 1748 Queue Service Time ( g S ), s 2.6 5.3 5.4 13.8 6.2 5.2 0.0 5.6 7.0 2.4 7.1 8.3 Cycle Queue Clearance Time ( g � ), s 2.6 5.3 5.4 13.8 6.2 5.2 5.6 5.6 7.0 2.4 7.1 8.3 Green Ratio (g/C) 0.15 0.12 0.12 0.13 0.22 0.22 0.55 0.55 0.55 0.61 0.62 0.62 Capacity ( c ), veh/h 254 221 218 252 776 312 1019 921 787 559 1112 1082 Volume -to -Capacity Ratio (X) 0.179 0.406 0.410 0.873 0.279 0.236 0.254 0.261 0.209 0.149 0.378 0.378 Back of Queue ( Q ), ft/In ( 95 th percentile) 53 118 117 306 124 93 96 96 114 43 113 123 Back of Queue ( Q ), veh/In ( 95 th percentile) 2.1 4.7 4.7 12.1 4.8 3.3 3.8 3.5 4.1 1.6 4.3 4.9 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.51 0.00 0.00 0.00 0.74 0.00 0.00 0.79 0.21 0.00 0.00 Uniform Delay ( d i ), s/veh 44.7 49.1 49.1 50.9 38.8 38.4 7.9 7.7 13.5 10.0 4.6 5.6 Incremental Delay ( d 2 ), s/veh 0.3 2.5 2.6 17.0 0.4 0.8 0.6 0.7 0.6 0.1 1.0 1.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 45.0 51.6 51.7 39.2 39.2 8.5 8.4 14.1 10.2 5.6 6.6 Level of Service (LOS) D D D D D A A B 6 A A Approach Delay, s/veh / LOS 50.3 D 9.9 A 6.5 A Intersection Delay, s/veh / LOS . Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.30 B 2.41 B 2.24 B Bicycle LOS Score / LOS 0.67 A 0.91 A 1.03 A 1.24 A ullll�� � 0I ,mug„i ulll; l� �.....��...... u 1 �.....��...... IIII��'ll��'ll li"� llll���lllllllllll IIII ������i�i V mum ll���llll.... v I.....,ulllll �iii3'' „V1111I1�'1II�� � um .gill l ,. �mwWY Page 329 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'" JurisdictionDOT Time Period �����AM PHF III0.95 �1 Urban Street DEMPSTER Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ���� �., ,c ����������������I�������ntersection ���� ��������D E M P�����������STE R ���������@ B U������������S������������S�E �111111111 F iI e N ame ������ ����������2���������0����������3��������2� T����������OT D E M P-B U�����������S AM .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 43 162 8 209 206 70 8 466 156 79 728 60 Signal Information ���������� �����������C ������� ������1��������������2���������0� ����������0�� ��������� ���������� ������e ���� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ����������21 "' "' c�l�������e s Rellllf y re n ce Phase �.��� Offset, s 0 Reference Point BeginIlll .T iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillil llillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillilliili illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliillilliilillillillillillillillilliillillillilli Green 4.4 66.4 3.6 9.0 14.1 0.0 ""Ill""I'll""I'll",Ill""I'll "I'll",llIll""I'll""I'll",Ill""I'lIl illillillillillillillillillillillilliillilli lillillillillillillillillillilliillillililli illillilillillillillillillillilliillillililli lillilliillillillillillillillilliillillillill llillillilliillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.992 1.000 0.984 0.969 0.875 1.000 0.914 0.883 0.938 0.945 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.976 0.976 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.983 0.983 0.000 0.847 0.000 0.847 0.973 0.973 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 1810 3564 175 1875 3505 1409 58 3390 1422 1697 3274 270 Proportion of Vehicles Arriving on Green (P) 0.03 0.12 0.12 0.13 0.22 0.22 0.55 0.74 0.55 0.04 0.83 0.62 Incremental Delay Factor (k) 0.11 0.23 0.23 0.22 0.23 0.23 0.50 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Green Ratio (g/C) 0.15 0.12 0.13 0.22 0.55 0.61 0.62 Permitted Saturation Flow Rate (sp), veh/h/In 1183 0 0 0 672 863 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 14.1 0.0 0.0 0.0 66.4 68.4 0.0 Permitted Service Time (gu), s 14.1 0.0 0.0 0.0 66.0 60.8 0.0 Permitted Queue Service Time (gps), s 0.0 0.0 0.8 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 39.6 0.0 0.0 Queue Service Time Before Blockage (gfs), s 5.6 Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.557 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.154 0.000 0.144 0.000 0.099 0.000 0.087 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 234.67 46.75 443.02 36.36 1107.24 11.96 1238.12 8.71 Bicycle Fw / F� -3. 64 0.18 -3. 64 0.42 -3. 64 0.55 -3. 64 0.75 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street DEMPSTER Analysis Year TOTAL 2032IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAnalysis Period 1 > 7:00 Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillili DEMPSTER @ BUSSE File Name iiiiiiiiiiiiiiiiiiiiiilillillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillI 2032 TOT DEMP-BUS AM.xus Project Description CLOUD HQ Demand Information EB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillilI Approach Movement L T Demand (v ), veh/h iiiiiiiiiiiiiiiiiiiiiillillillilililililill1111111 43 162 Signal Information )�11"I'llkwCycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point Begin IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 4.4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated No Simult. Gap E/W On Yellow 3.5 mossommossonom ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillFixed Simult. Gap N/S OniiiiiiiiRed 0 0 Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS WB NB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliilillilI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillillillillilliillillillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillilillilI R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillillillillillillilliillillillillillI L iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillilillilI T R 8 209 206 70 8 466 156 ������������������������������������������������������������������������������������������������������������l�����������������������������������������������������������������������������������������������������������������i���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� IIMULI III III ������������������������������������������������������������������������������������������������������������������������l�������������������������������������������������������������������������������������� 171IIIII ,,III 66.4 "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I',���������������'ll""I'll""I'll","I 3.6 "I'l""I'll""I'll'll""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll""I'll""I'll",'ll""I'll""I'l'll"I .......... . . . . . . ................................................................. 9....... .0 ...................... . .......... ............ ....... .. ........... .................................................. 14.1 "I'l""I'll""I'll'll""I'll""I'lI 0...... .0 "I'l""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll",'ll""I'll""'ll""I'll""I'll",'ll""I'll""I'll'll""I'll"I iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilililllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillI11111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliI 4.5 3.5 3.5 4.5 0.0 1.5 0.0 0.0 1.5 0.0 `7 5. SB L T R 79iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI728 60 EB WB NB SB L T R L T R L T R 11 L T R 53 118 117 306 124 93 96 96 iiiiiiiiiiiiiiiiiiiiiillllllllllI 114 43 113 123 2.1 4.7 4.7 1 2. 1 4.8 3.3 3.8 3.5 4.1 1.6 4.3 4.9 0.51 0.00 0.00iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillIIIIIIIIIIIIIIIIIIIIII111111 IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI 0.74iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 0.79iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillilliI 0.21iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillilillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillililI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillI 0.00 45.0 51.6 51.7 67.9 39.2 39.2 8.5 8.4 14.1 10.2 5.6 6.6 DIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID DiiiiiiiiiD A111111111111l B 6 AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A 50.3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID D IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA 9.9 A 6.5 A iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4.9 4.3 i , 1.6 6.6 5.6 10.2 2.1 �= 45.0 39.2 3.3 4.7 1Q 51.6 39.2 [ 4.8 4.7 1Q 51.7 67.9 ,°„°0? 12.1 8.5 8.4 14.1 II...�:` S IG,� 3.8 I Queue Delay 4.1 0 II...0S Ii) � Queue Storage Ratio < 1 IL..OS IE MENIIIIIIIIIE Queue Storage Ratio > 1 I...0 S IF Page 331 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- !III� � � � IG� '�� III� ����II� III IIIII �� W� ullllII ����� I I I I I � III ul� IIII 2032 1 1 IIIII IIIIIIIIIIIIIIIIAII IIIII � � �! ,II111!'''" � m :�,� Page 332 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95 �� 1 ��. �� "" Urban Street DEMPSTER ��ntersection Analysis 111111111 Year EXISTING 2025 Analysis Period ���������S ������0 �������25 1> 7:00 ���� �k, ,c I D E M PIIIIIIIIIIISTE R@ B U S SIE F i I e N a m e 2 D E M P-B U P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 105 245 23 180 182 121 18 740 313 114 549 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I c�l�������e s Rellllf y re n ce Phase . IIII JII'" i �.��� 11 Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillil llillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillil li lillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillilliillillillillillillilli illillillillillillilliillillilliillillillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On .T Green 5.9 70.7 8.6 3.2 19.1 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 105 245 23 180 182 121 18 740 313 114 549 74 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 2000 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 1 3 3 3 1 1 1 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 105 0 175 0 125 0 145 205 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.6 28.6 24.7 37.7 57.2 19.5 76.7 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 8 3 8 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 5.0 3.0 5.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ��� IIIII ��� ,����� �� ���� ����� ��� � �� ������� ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � �,����� ����� ����� IIIII IIIII 0 5 IIIII°° IIIIIIIIIIIIIIIIlIII IIIII lilt °`ll.l �� �w �,, IIIII IIII «��u, Page 333 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95- �r �1 "" Urban Street DEMPSTER ��ntersection Analysis 111111111 Year EXISTING 2025 Analysis ���������S ������0 �������25 Period 1> 7:00 ���� �N, ,c I D E M PIIIIIIIIIIISTE R@ B U S SIE F i I e N a m e 2 D E M P-B U P M .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 105 245 23 180 182 121 18 740 313 114 549 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... m, I :V �,'�� . �w'�� ". c�l�������e s Rellllf re n ce Phase Y� l�����111111�����111111�� �.��� Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillilillillillili,iiiiiiiiiiiii Uncoordinated No Simult. Gap E/W On Green 5.9 70.7 8.6 3.2 19.1 0.0 iiiiiiiiiiiiiiiiiiillillillillillilli liilillillillillillillillillilliilliillillill lillillilliillillillillillillilliillillillil lillillillillilillillillillillillilliillillil liillillillillillillillillillilliillillillilli Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 2 1 6 Case Number 1.1 4.0 2.0 3.0 7.3 1.0 4.0 Phase Duration, s 12.1 25.1 18.8 31.8 76.7 9.4 86.1 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 8.9 4.0 8.9 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 8.7 11.2 15.0 11.2 5.7 Green Extension Time ( g e ), s 0.1 7.9 0.3 9.6 0.0 0.3 0.0 Phase Call Probability 0.98 1.00 1.00 1.00 0.99 Max Out Probability 1.00 0.54 0.19 0.33 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 111 142 140 189 192 127 411 387 329 120 334 322 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1885 1828 1860 1766 1572 1916 1806 1598 1795 1811 1735 Queue Service Time ( g S ), s 6.7 9.0 9.2 13.0 6.0 9.2 0.0 10.7 15.4 3.7 5.7 7.1 Cycle Queue Clearance Time ( g � ), s 6.7 9.0 9.2 13.0 6.0 9.2 10.5 10.7 15.4 3.7 5.7 7.1 Green Ratio (g/C) 0.21 0.15 0.15 0.12 0.20 0.20 0.54 0.54 0.54 0.60 0.62 0.62 Capacity ( c ), veh/h 341 277 268 219 701 312 1071 982 869 460 1116 1070 Volume -to -Capacity Ratio (X) 0.325 0.514 0.522 0.867 0.273 0.408 0.384 0.394 0.379 0.261 0.299 0.301 Back of Queue ( Q ), ft/In ( 95 th percentile) 135 200 197 292 122 171 186 174 244 66 96 113 Back of Queue ( Q ), veh/In ( 95 th percentile) 5.4 7.9 7.9 11.4 4.7 6.7 7.5 6.9 9.7 2.6 3.7 4.5 Queue Storage Ratio (RQ) (95 th percentile) 0.00 0.00 0.00 . 0.00 0.00 0.32 0.00 0.00 Uniform Delay ( d i ), s/veh 42.9 51.2 51.2 56.4 44.2 45.5 9.9 9.6 17.0 11.6 4.9 6.5 Incremental Delay ( d 2 ), s/veh 0.5 3.1 3.3 17.1 0.4 1.8 1.0 1.2 1.3 0.3 0.7 0.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 54.3 54.6 44.6 10.9 10.8 11.9 5.6 7.2 Level of Service (LOS) D D D B B 6 A A Approach Delay, s/veh / LOS 7.3 A Intersection Delay, s/veh / LOS Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 2.41 B 2.25 B Bicycle LOS Score / LOS 0.81 A 0.91 A 1.42 A 1.13 A P II u �i ui IIII I I �iu1111111111I 1 I S I'I �� IIII III,, IV111PI I �V s Page 334 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95 �1 "" Urban Street DEMPSTER Analysis Year EXISTING 2025 Analysis Period 1> 7:00 ���� �N ,c I ��ntersection D E M PIIIIIIIIIIISTE R@ B U S SIE 111111111 F i I e N a m e 2 ������0 �������25 D E M P-B U ���������S P M .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� 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'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 105 245 23 180 182 121 18 740 313 114 549 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ����������21 m, I :W �,'�� �w'�� . ". c�l�������e s Rellllf re n ce Phase y� l�����111111�����111111�� �.��� Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillilillillillili,iiiiiiiiiiiii Green 5.9 70.7 8.6 3.2 19.1 0.0 iiiiiiiiiiiiiiiiiiillillillillillilli liilillillillillillillillillilliilliillillill lillillilliillillillillillillilliillillillil lillillillillilillillillillillillilliillillil liillillillillillillillillillilliillillillilli Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.992 1.000 0.977 0.977 0.977 1.000 0.992 0.992 0.992 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.965 0.965 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.970 0.970 0.000 0.847 0.000 0.847 0.958 0.958 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 1810 3397 316 1860 3533 1572 88 3633 1598 1795 3126 420 Proportion of Vehicles Arriving on Green (P) 0.07 0.15 0.15 0.12 0.20 0.20 0.54 0.73 0.54 0.05 0.82 0.62 Incremental Delay Factor (k) 0.11 0.23 0.23 0.21 0.23 0.23 0.50 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Green Ratio (g/C) 0.21 0.15 0.12 0.20 0.54 0.60 0.62 Permitted Saturation Flow Rate (sp), veh/h/In 1210 0 0 0 790 699 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 19.1 0.0 0.0 0.0 70.7 72.7 0.0 Permitted Service Time (gu), s 17.8 0.0 0.0 0.0 70.7 60.0 0.0 Permitted Queue Service Time (gps), s 0.1 0.0 2.6 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 33.6 0.0 0.0 Queue Service Time Before Blockage (gfs), s 10.5 Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.557 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.155 0.000 0.150 0.000 0.104 0.000 0.091 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 293.61 47.32 396.71 41.77 1088.07 13.51 1232.90 9.56 Bicycle Fw l F� -3.64 0.32 -3.64 0.42 -3.64 0.93 -3.64 0.64 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period PM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street DEMPSTER Analysis Year EXISTING 2025 Analysis Period iiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillilI 1> 7:00 Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillili DEMPSTER @ BUSSE File Name 2025 DEMP-BUS PM.xus Project Description CLOUD HQ Demand Information EB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillilillilI Approach Movement L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillilI Demand ( v ), veh/h 105 245 ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������� ���������������������������������������������������������������������������������������������� "I',"",',,"",',,',," SignalInformationiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI .'ll'll""I'll""I"ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I"ll""I'll""I"ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I"ll""I'll""I"ll""I'll""I'll",lI ,w Cycle, s 130.0 Reference Phase 2 Offset s 0 Reference Point Begin IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 5.9 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated No Simult. Gap E/W On Yellow 3.5 onessommossomm ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillFixed Simult. Gap N/S OniiiiiiiiRed 0 0 Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS WB R iiiiiiiiiiiiiiiiiiiiiIIIIIIIIIIIIIIII������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������� L T R L 23 180 182 121 18 IIMULI III 111 ITIIIII ,,III ig!.. 70.7iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillilI 86 3.2 19.1 00 11 4.5 3.5 3.5 4.5 0.0 mossommossommossommonmmossommossommosom1.5 0.0 0.0 1.5 0.0 NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillilillIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillilI T R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillilillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillilI R 740iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillililliiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillI 313 114iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillill549 74 EB WB NB SB L T R L T R L T R 11 L T R 135 200 197 292 122 171 186 174 244 66 96 113 5.4 7.9 7.9 11.4 4.7 6.7 7.5 6.9 9.7 2.6 3.7 4.5 ® 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillilillillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 0.00 .iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillill�lillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillilI '""""""""I'll" 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillilillillilIiiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 0.32iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillilI® 54.3 54.6 73.5 44.6 47.3 1 0. 910.8 18.3 11.9 5.6 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 7.2 D ID D D 1 BiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillilillilI BiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliilI B A A ® 7.3 A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4.5 3.7 2.6 7.2 5.6 11.9 5.4 Q 43.5 47.3 6.7 7.9 1Q 54.3 44.6 [ 4.7 7.9 Q 54.6 73.5 ,°„°0? 11.4 10.9 10.8 18.3 111111111111111111 I...0,") - II...OS IB Queue MMMMDelay 0 II...0S Ii) 7.5 6'9 � Queue Storage Ratio < 1 IL..OS 1E 9.7 === Queue Storage Ratio > 1 I...OS IF Page 336 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- IIII I, III III III � I� ��I ,III, I � �"� I I I I I I i�� q �„ i it � u u ''II '..'�IVI� �� �q ��������� ��� � � � y u � �������� III � � I I I I III,„„�� u u �' 'm ������ II I i �, � I I u W I i� � i uVl ulll a ulll u u W u u � I I I d o '� I I II I � II '� I I I I II��I �� � � � � IIIII � IIIII � I �� � � I IIII�� IIIII � .IIII I IIIII �� � IIIII IIIII III � IIIII � IIIII IIIII Illlr� II� � � �� ,III �� IIIII II�.IIII �� IIIIII III IIIII IIII II �� �� � �� III � �� �� ����� IIIII � � �II�� � � I� ��.�� ��..�� IIIIII IIIII IIIII � � IIIII � � IIIII � !� � � � '� � � � � � � � � � � 20 2II Ll 91 Page 337 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95 �� 1 ��. �� "" Urban Street DEMPSTER ����������������I�������ntersection ���� ��������D ���������@ Analysis �111111111 Year NB 2032 ������ ����������2���������0����������3��������2 Analysis Period 1 > 7:00 ���� �., ,c E M P�����������STE R B U������������S������������S�E F i I e N a m e N B D E M P-B U�����������S P M .xu s Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 105 280 23 185 197 124 18 765 320 117 592 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I c�l�������e s Rellllf y re n ce Phase . III JII'" i �.��� 11 Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillil llillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillilliillillillillilli illillillillillillilliillillillillilliillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On .T Green 6.1 68.8 8.5 3.6 20.4 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 105 280 23 185 197 124 18 765 320 117 592 74 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 2000 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 1 3 3 3 1 1 1 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 105 0 175 0 125 0 145 205 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.6 28.6 24.7 37.7 57.2 19.5 76.7 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 8 3 8 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 5.0 3.0 5.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� l' ��� ����� �� � � � � � IIIII IIIII �������� � ��� ������� �������� � IIII��il� IIIIIIIIIIIll,�llll���� IIIII��''�� IIII��ll��ll��ll IIIII IIIII���������W�,,,, ���������°I U �4' IIIII�����)) I �1111 ������11( ������ ���� Page 338 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95- �1 "" Urban Street DEMPSTER Analysis Year NB 2032 Analysis Period 1 > 7:00 ���� �., ,c ����������������I�������ntersection ���� ��������D E M P�����������STE R ���������@ B U������������S������������S�E �111111111 F i I e N a m e ������ ����������2���������0����������3��������2 N B D E M P-B U�����������S P M .xu s Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 105 280 23 185 197 124 18 765 320 117 592 74 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I C cle s 130 0 Rellllference Phase 21 Y IIII JII'" i ,�11 11 . Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillil llillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillilliillillillillilli illillillillillillilliillillillillilliillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Green 6.1 68.8 8.5 3.6 20.4 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 2 1 6 Case Number 1.1 4.0 2.0 3.0 7.3 1.0 4.0 Phase Duration, s 12.0 26.4 19.1 33.6 74.8 9.6 84.4 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 8.9 4.0 8.9 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 8.6 12.3 15.4 11.3 5.9 Green Extension Time ( g e ), s 0.1 8.1 0.3 10.6 0.0 0.3 0.0 Phase Call Probability 0.98 1.00 1.00 1.00 0.99 Max Out Probability 1.00 0.65 0.26 0.39 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 111 161 158 195 207 131 425 400 337 123 357 344 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1885 1835 1860 1766 1572 1914 1806 1598 1795 1811 1740 Queue Service Time ( g S ), s 6.6 10.2 10.3 13.4 6.4 9.3 0.0 12.0 16.4 3.9 6.8 8.3 Cycle Queue Clearance Time ( g � ), s 6.6 10.2 10.3 13.4 6.4 9.3 11.7 12.0 16.4 3.9 6.8 8.3 Green Ratio (g/C) 0.22 0.16 0.16 0.12 0.21 0.21 0.53 0.53 0.53 0.59 0.60 0.60 Capacity ( c ), veh/h 350 296 288 224 749 334 1042 955 845 438 1093 1050 Volume -to -Capacity Ratio (X) 0.316 0.542 0.549 0.870 0.277 0.391 0.408 0.418 0.399 0.281 0.327 0.328 Back of Queue ( Q ), ft/In ( 95 th percentile) 133 219 216 300 130 171 205 195 258 71 114 131 Back of Queue ( Q ), veh/In ( 95 th percentile) 5.3 8.7 8.6 11.7 5.1 6.7 8.2 7.7 10.2 2.8 4.4 5.2 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 . 0.00 0.00 0.35 0.00 0.00 Uniform Delay ( d i ), s/veh 41.9 50.5 50.5 56.2 42.9 44.0 11.0 10.8 18.3 12.6 5.7 7.2 Incremental Delay ( d 2 ), s/veh 0.5 3.3 3.5 18.1 0.4 1.6 1.2 1.3 1.4 0.3 0.8 0.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 53.7 54.0 43.3 12.2 12.1 12.9 6.5 8.0 Level of Service (LOS) D D D B B 6 A A Approach Delay, s/veh / LOS 8.1 A Intersection Delay, s/veh / LOS Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 2.42 B 2.25 B Bicycle LOS Score / LOS 0.84 A 0.93 A 1.45 A 1.17 A 1' �I �� � �������� IIIII � ,����� � ����� ��� �� ���� ����� ��� ��� � ����� � � ��III IIIII IIIII �� �� ,���'�� IIIII IIIII ���.���� �� IIIII � � IIIII ���. �� ��� ��. ��� .�� ����� IIIII � �� � � � ������ �� ��.��������������� ����� �� � � � �� ���� �� ������ " �� �� ����� ����� � ����� � ����� ��� � ����� � � ���� �� � IIIII IIIII ����ui� � �i ��� ����u�� � �m '������Il�ll �������� ������������ IIIII IIIII°°)1111111 �������� I I�„,���.�I ��� IIIII°° IIII �1111 �V110.....I ;;,'�, Page 339 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95 �1 "" Urban Street DEMPSTER Analysis Year NB 2032 Analysis Period 1 > 7:00 ���� �., ,c ����������������I�������ntersection ���� ��������D E M P�����������STE R ���������@ B U������������S������������S�E �111111111 F i I e N a m e ������ ����������2���������0����������3��������2 N B D E M P-B U�����������S P M .xu s Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 105 280 23 185 197 124 18 765 320 117 592 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ����������21 "' "' c�l�������e s Rellllf y re n ce Phase �.��� Offset, s 0 Reference Point BeginIlll .T iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillil llillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillilliili illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliillilliilillillillillillillillilliillillillilli Green 6.1 68.8 8.5 3.6 20.4 0.0 ""Ill""I'll""I'll",Ill""I'll "I'll",llIll""I'll""I'll",Ill""I'lIl illillillillillillillillillillillilliillilli lillillillillillillillillillilliillillililli illillilillillillillillillillilliillillililli lillilliillillillillillillillilliillillillill llillillilliillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.992 1.000 0.977 0.977 0.977 1.000 0.992 0.992 0.992 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.965 0.965 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.973 0.973 0.000 0.847 0.000 0.847 0.961 0.961 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 1810 3439 281 1860 3533 1572 85 3635 1598 1795 3157 394 Proportion of Vehicles Arriving on Green (P) 0.07 0.16 0.16 0.12 0.21 0.21 0.53 0.71 0.53 0.05 0.80 0.60 Incremental Delay Factor (k) 0.11 0.23 0.23 0.22 0.23 0.23 0.50 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Green Ratio (g/C) 0.22 0.16 0.12 0.21 0.53 0.59 0.60 Permitted Saturation Flow Rate (sp), veh/h/In 1193 0 0 0 757 682 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 20.4 0.0 0.0 0.0 68.8 70.8 0.0 Permitted Service Time (gu), s 19.2 0.0 0.0 0.0 68.8 56.8 0.0 Permitted Queue Service Time (gps), s 0.1 0.0 3.1 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 33.1 0.0 0.0 Queue Service Time Before Blockage (gfs), s 11.7 Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.557 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.154 0.000 0.148 0.000 0.107 0.000 0.093 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 314.38 46.17 424.27 40.35 1058.17 14.41 1206.56 10.23 Bicycle Fw / F� -3. 64 0.35 -3. 64 0.44 -3. 64 0.96 -3. 64 0.68 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst MKP Analysis Date Apr 21, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period PM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street DEMPSTER Analysis Year NB 2032 Analysis Period 11111111 111111111111������11111111 > 7: 0 0 Intersection DEMPSTERBUSSE File Name 2032 NB DEMP-BUS PM.xus iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillilillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliillillillillillillilliillillililllillillillillillillilliillillillillillillilliilililI iiiiiiiiiiiiiiiiiiiiiilillillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillilillillillilI Project Description ICLOUD HQ Demand Information EB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillilillilI Approach Movement L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillililililililililililillI iiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillilillilI Demand ( v), veh/h Signal Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillilI ����� 1 ... � Cycle, s 130.0 Reference Phase 2 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillI I Offset, s 0 Reference Point Begin iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilli�illillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilli11111IGreen6.1 111111111111111 1111111111111111 111111111111111111111111 1111111111111111 Uncoordinated No Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIillillillillI e 1111111111111111111111 o 1111 w 1111111111 . 1111111 5 1111111111111111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillilillillillill,,IlllllllllilillilI ....... ..................................... 1,,IlllllllllllllllllllIIIIIIIIIIIIIIIII1111111 .................... I ....... 1111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilliillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillIllIIIIIIIIIIIIIIIIIII111111111 ��illillillllllllllllllllillillillillillillillillillillillillillillil,,IllllllillillillillIlIllIlIl,,,,,,,,,,,,,,,,III,II,IIII � Force Mode Fixed Simult. Gap N/S On Red 0.0 I I il Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) llillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI Intersection Delay, s/veh / LOS WI3 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillI R L T R L I iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliilillilI 23 iiiiiiiiiiiiiiiiiiiiiillillilillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillilllllllllllllllillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillilI 185 197 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliilI 124 18 A - 511 w F , 0Z� iiiiiiiiiiiiililill " ���Id "I ".. �� .... " 11 ... 111111 ... -7 7M . " ��Z IIIIIIIIIIII ������111111�����111111�����l1"'�ll"I 1111�'1' 'I !"Ig '' 68.8 ""I'll""I'll",'ll""I,,���������������'ll""I'll""I'll",'llI 8.5 "I'l""I'll""I'll'll""I'll""I'l'll""I'll""I'll",'ll""I'll""I"ll""I'll""I'll",'ll""I'll""I'll,"'I Jl'',, . .... 6 ............................................................... � 'll""I'll'll""I'll"I 2b ....... ... ............ 4 .................................................... ................... 0 ................ ................ 0 ......... iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillllllllllllllllllllll111111111111IIIIIIIIIIIIIIIIIIIIIIillillillillillI 4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillillillillillillillilliillillillillilillilililI .5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillillilI .5 4.5 0 111111111111111111= 1.5 0.0 0.0 1.5 dEO NB SB iiiiiiiiiiiiiiiiiiiiiillillilillillillillilIIIIIIIIIIIIIIIIIIIIII111111111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillillillillillillillillillillillillillilliillillilliIlI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillIllIllIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillilillillillillillillilillilI T R L T R � iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillilillill� iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillilillill� iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillilI 765 ������ 320 �������I��� 117 ������ 592 74 EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI R L iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI T R iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillilillillillilI L iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillililI T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillilI 133 219 iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillililI 216 300 130 171 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillilI 205 195 258 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillI 71 114 131 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI 6.7 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI 8.2 7.7 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 10.2 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 2.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 4.4 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 5.2 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillilillillilI ® 0.00 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 0.00 1.72 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI 0.00 1.37 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI 0.00 0.00 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 1.78 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 0.35 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilliilliillillillillillillilliillillilillillilI ® 53.7 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 54.0 74.2 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI 43.3 45.6 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI 12.2 12.1 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 19.7 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 12.9 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 6.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 8.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillilillillilI D D iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI D E iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI D D iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI B B iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI B iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI B iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI A iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI A 6111111illiillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillililililililililililililililililillillillillilliilillillilliillillillillillillilliillilliliEllEllillilliillillillillillillilliilillillilliillillillillillillilliillillilill�������illillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillilillllllllllll������illilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliililill""I'll"lllllillillillill'i'lli'llill'i'lli'llill'i'llillll'i'lliIllill'i'llilillI 5 ® D .2 E � 43 - � B 8.1 �������illillillillillillilliillillillillillillilliillillillillI A iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilI 2 5.3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillilliillillillillillillillillilliillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillilI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111 � iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIII,ilillillilliillillillillililillillIll�������������11,111,111,111,111,11,11,111,111,111illiillillillillillillilliililill""I'll""I'lll'i'llillillillillillilillillilliilI I C iiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillililI 5.2 4.4 2.8 1 1 1 8.0 6.5 12.9 5.3 = 42.4 45.6 6.7 8.7 1Q 53.7 43.3 [���� 5.1 8.6 Q 54.0 74.2 �,°„°0? 11.7 12.2 12.1 19.7 111111111111111111 L 0,") A 111111111111111111 L OS IB Queue MMMM Delay 111111111111111111 I 0113 (11 I I � Queue Storage Ratio < 1 I 0S [) 8.2 7.7 IL..OS IE 1 10.2 === Queue Storage Ratio > 1 I...0 S IF Page 341 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- ������ ...� �� I � �.... III I ��II� II� IIIII I, III IIII IIII �� II I III � I� ��I ,III, I � � �. Vu I,,,, �9 ���„� �� ��� I � I �.,.. ,I u���, ����� u���ol �� ��� ��������� u���� .w,��' ��� i���, �� ��� ����� ����i � ��� �����. ���� II. �������� °' I � u �i �� ��� � I.....I I••• � �� �I ������ IIII ��� I••• I I I I I I ���� I �� ��� li,���, � ���� IIIII i���� i i I I I,„,,, I� u u I .IVI � I III IIII I I Q III uVl���� III I ull����� ull����� uVl���� �� li I Q I I III I I I ,.. li I I I u I '� � I I '� I � I , u II �� � �� I IIIII�� I IIIII �I I I I�I �� � ����� III I��� I I �� � I� � I III � Illlf IIII��„� IIIIII � �... IIIII I I IIIII �� I Illli IIIII III I I IIIII II, � IIIII IIIII � Illlr� I� �� „u ,III �� IIIII IILIIII II � IIIIII I� IIIII III I�I I I I I III ��� �I IIIII � I�I � � � I I�I I�I � I IIIII I�I IIIII � IIIII I I Illl�m �w� u� Illl�m I�� I�� � �I ����� IIIII � IIIII � I ,IIIII � � ����� '� � ���� �I I� IIIII IIIII IIIII III ������ 0 3 IIII�II1 IIIIIIIIII I IIIII "III IIIIIIIIIIIIIIII IIIII Page 342 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95 �� 1 ��. �� "" Urban Street DEMPSTER ���������@ ����������������I�������ntersection ���� ��������D �111111111 Analysis Year TOTAL ������ ����������2���������0����������3��������2� 2032 Analysis Period 1 > 7:00 ���� �k, ,c E M P�����������STE R B U������������S������������S�E F i I e N a m e T����������OT D E M P-B U�����������S P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 105 287 23 185 213 140 18 765 320 124 592 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I c�l�������e s Rellllf y re n ce Phase . IIII JII'" i �.��� 11 Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On .T Green 6.5 67.9 8.5 3.7 21.0 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 105 287 23 185 213 140 18 765 320 124 592 74 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 2000 1900 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 1 3 3 3 1 1 1 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 105 0 175 0 125 0 145 205 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.6 28.6 24.7 37.7 57.2 19.5 76.7 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 8 3 8 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 5.0 3.0 5.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry No Yes No Yes Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 �� ��� ������ IIIII III ,����� �� ���� ����� ��� � �� ������� � ��� i�lll IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII �.�� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " IIIII � �� ����� ��� .� ill ����� � �� ����� ������ ��� ���� �� ��� �� ������ � �������� �� �� ���� ������ ��� ����� �� � ���� � ��� ����� ��� ��� ����� °°° °°°°°° IIIIC° ° IIIIIIIIIIIIIIII IIII IIIII IIIIIIIIIII °IIIII IIIII° Page 343 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95- �� 1 ��. �� "" Urban Street DEMPSTER ����������������I�������ntersection ���� ��������D ���������@ �111111111 Analysis Year TOTAL ������ ����������2���������0����������3��������2� 2032 Analysis Period 1 > 7:00 ���� �k, ,c E M P�����������STE R B U������������S������������S�E F i I e N a m e T����������OT D E M P-B U�����������S P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 105 287 23 185 213 140 18 765 320 124 592 74 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' "' I C cle s 130 0 Rellllference Phase 21 Y IIII JII'" i ,�11 11 . Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Uncoordinated No Simult. Gap E/W On Green 6.5 67.9 8.5 3.7 21.0 0.0 "Ill""I'll""I'll",Ill""I'll" "I'll",ll,Ill""I'll""I'll",Ill""I'll 111111111111illillillillillillilliillillilli illillillilillillillillillillilliillillilill llillillilliillillillillillillilliillillillil llillillillillillillillillillilliillillilliil illillillillillillillillillillilliillillillill Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 2 1 6 Case Number 1.1 4.0 2.0 3.0 7.3 1.0 4.0 Phase Duration, s 12.0 27.0 19.1 34.1 73.9 10.0 83.9 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 8.9 4.0 8.9 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 8.5 12.6 15.4 12.5 6.2 Green Extension Time ( g e ), s 0.1 8.4 0.3 10.8 0.0 0.3 0.0 Phase Call Probability 0.98 1.00 1.00 1.00 0.99 Max Out Probability 1.00 0.68 0.26 0.45 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 111 164 162 195 224 147 425 400 337 131 357 344 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1885 1836 1860 1766 1572 1914 1806 1598 1795 1811 1740 Queue Service Time ( g S ), s 6.5 10.4 10.6 13.4 6.9 10.5 0.0 12.4 16.6 4.2 7.0 8.4 Cycle Queue Clearance Time ( g � ), s 6.5 10.4 10.6 13.4 6.9 10.5 12.0 12.4 16.6 4.2 7.0 8.4 Green Ratio (g/C) 0.23 0.16 0.16 0.12 0.22 0.22 0.52 0.52 0.52 0.59 0.60 0.60 Capacity ( c ), veh/h 347 304 296 224 764 340 1029 944 835 436 1085 1043 Volume -to -Capacity Ratio (X) 0.319 0.541 0.547 0.870 0.293 0.433 0.413 0.423 0.403 0.299 0.329 0.330 Back of Queue ( Q ), ft/In ( 95 th percentile) 132 223 219 300 140 195 210 200 261 77 118 134 Back of Queue ( Q ), veh/In ( 95 th percentile) 5.3 8.8 8.8 11.7 5.5 7.6 8.4 7.9 10.4 3.1 4.5 5.4 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 . 0.00 0.00 0.38 0.00 0.00 Uniform Delay ( d i ), s/veh 41.5 50.1 50.2 56.2 42.6 44.0 11.5 11.3 18.8 12.9 5.9 7.4 Incremental Delay ( d 2 ), s/veh 0.5 3.2 3.3 18.1 0.5 1.9 1.2 1.4 1.5 0.4 0.8 0.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 53.3 53.5 43.1 12.7 12.7 13.3 6.7 8.3 Level of Service (LOS) D D D B B 6 A A Approach Delay, s/veh / LOS 8.4 A Intersection Delay, s/veh / LOS Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 2.42 B 2.25 B Bicycle LOS Score / LOS 0.85 A 0.95 A 1.45 A 1.17 A ������ � IIIII � ,����� ����� � �� � ���� ����� ��� � ����� i�lll IIIII IIIII ����N ,���'�� IIIII IIIII ���.���� � IIIII � IIIII ���. � � �. ��� .������� IIIII � � � �� ����� � � ��������������� ����� � � � � � ���� � ������ � ����� ���� � ������ ����� 5 � � � � ����� � � ���� ����� � ��� ����� ����u , 0i ���°" ���u��1° � � � IIIII �) IIIII IIII IIIII a .. IIIII � 1 lIIII;IISI I'II) IIIII 11111 kVI ' I I s Page 344 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'" Jurisdiction IDIIIIIIIIIIIOT Time Period IIIPM PHF 1110.95 �1 "" Urban Street DEMPSTER Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ���� �., ,c ����������������I�������ntersection ���� ��������D E M P�����������STE R ���������@ B U������������S������������S�E �11111111� F i I e N a m e ������ ����������2���������0����������3��������2� T����������OT D E M P-B U�����������S P M .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 105 287 23 185 213 140 18 765 320 124 592 74 Signal Information ���������� �����������C ������� ������1��������������3���������0� ����������0�� ��������� ���������� ������e ���� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ����������21 m, I :W �,'�� �w'�� . ". c�l�������e s Rellllf re n ce Phase yI 111�111111���111111�� �.��� Offset, s 0 Reference Point BeginIlll iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillilillillillili,iiiiiiiiiiiii Green 6.5 67.9 8.5 3.7 21.0 0.0 iiiiiiiiiiiiiiiiiiillillillillillilli liilillillillillillillillillilliilliillillil lillillilliillillillillillillilliillillillill lillilliillillillillillillillilliillillillill llillillillillillillillillillilliillillillilli Uncoordinated No Simult. Gap E/W On Yellow 3.5 4.5 3.5 3.5 4.5 0.0 4 Force Mode Fixed Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.992 1.000 0.977 0.977 0.977 1.000 0.992 0.992 0.992 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.965 0.965 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.974 0.974 0.000 0.847 0.000 0.847 0.961 0.961 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 1810 3447 274 1860 3533 1572 85 3635 1598 1795 3157 394 Proportion of Vehicles Arriving on Green (P) 0.07 0.16 0.16 0.12 0.22 0.22 0.52 0.70 0.52 0.05 0.80 0.60 Incremental Delay Factor (k) 0.11 0.23 0.23 0.22 0.23 0.23 0.50 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Green Ratio (g/C) 0.23 0.16 0.12 0.22 0.52 0.59 0.60 Permitted Saturation Flow Rate (sp), veh/h/In 1175 0 0 0 757 682 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 21.0 0.0 0.0 0.0 67.9 69.9 0.0 Permitted Service Time (gu), s 19.2 0.0 0.0 0.0 67.9 55.6 0.0 Permitted Queue Service Time (gps), s 0.2 0.0 3.4 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 32.7 0.0 0.0 Queue Service Time Before Blockage (gfs), s 12.0 Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.557 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.153 0.000 0.148 0.000 0.108 0.000 0.094 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 322.32 45.74 432.68 39.92 1045.24 14.81 1198.62 10.44 Bicycle Fw / F� -3.64 0.36 -3.64 0.47 -3.64 0.96 -3.64 0.69 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period PM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street DEMPSTER Analysis Year TOTAL 2032IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAnalysis Period iiiiiiiiiiiiiiiiiiiiiilillillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillI 1 > 7:00 Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillili DEMPSTER @ BUSSE File Name 2032 TOT DEMP-BUS PM.xus Project Description CLOUD HQ Demand Information EB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillilillilI Approach Movement L T Demand ( v ), veh/h 105 287 "I',"",',,"",',,',," SignalInformationiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI .'ll,,'ll""I'll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll'll""I'll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll'll""I'll""'ll""I'll""I'll",lI ,w Cycle, s 130.0 Reference Phase 2 Offset s 0 Reference Point Begin IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 6.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "'''''''''''I" Uncoordinated Uncoordinated No Simult. Gap E/W On Yellow 3.5 onessommossomm ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillFixed Simult. Gap N/S OniiiiiiiiRed 0 0 Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS WB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillI R L T R L 23 185 213 140 18 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"iiIi'ili"ii"iiIi'ilili"ii"iiIi'ilili'illlillillillil1lillill,i'i7llllillil'llill.lillillillilillillil,l�l�l�l�I�I�I�I�I�I�I�I�I�I�I�I'IlIlI"II"IIII'IlIlI"II"IIII'IlIlI1"II,I'IlIlIII "IIII'IlI"II"IIIIIIIIIIIIIIIIIIIIIII'lIlI"I.I"IIII'IlI'Ililllil111 85 3.7 .l1.l,.i.l.li," 21.lilli0lillillillillillil.l".i.lI.l'.il.l"l.l".i.i,.l,.l,.i,�.l�.l"�.i�.l�.l�.i�.l�.lI�.i"�.l�.l�.i�.l�.l�.i'�.l�.l b.illilO 4.5 lillillillillill'ilill"li"llIi'lllli"ll"ilIi"lllillZ"li"llIi'lllli"ll"ilIl'illll"i,l,l'ilill"li"llIi'lllli"ll"ilIi'lllli,l"il'lIi 3.5 '3.5 l`il iiii 11i iiiillilli 4.5illillillilliililI 0.0 1.5 0.0 0.0 1.5 0.0 NB SB IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillilillillillillillillilillilI TR LIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TiiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillIllIllIIIIIIIIIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillilI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillililliiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillI 765 320 124 592 74 EB WB NB SB L T R L T R L T R 11 L T R 132 223 219 300 140 195 210 200 261 77 118 134 5.3 8.8 8.8 11.7 5.5 7.6 8.4 7.9 10.4 3.1 4.5 5.4 ® 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillilillillilI 0.00iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 0.00 . '""""""""I'll" 0.00 0.00 0.38 0.00 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillilI® 53.3 53.5 74.2 43.1 11111111111111 45.9 12.7 12.7 20.2 13.3 6.7 8.3 D ID DiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliiIliIllIilillillillillillillillillilliillillilillillillilliillillillillillillilliilliilillillilili D B BiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillilliillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillillillillillilliillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliilI B A A llilliillillilliillillillillillillilliillillillillillillillilliillillillillillI 8.4IIIIIIIillillilillil1 A i561111111111111® IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III,III,III,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 5.4 4.5 3.1 8.3 6.7 13.3 5.3 Q 42.0 45.9 7.6 8.8 1Q 53.3 4 3. 1 [ 5.5 8.8 Q 53.5 74.2 ,°„°0? 11.7 12.7 12.7 20.2 111111111111111111 1...0,") - II...OS IB Queue MMMMDelay 0 II...0S Ii:; 7.9 � Queue Storage Ratio < 1 8.4 IL..Oa;iL E 10.4 Queue Storage Ratio > 1 I...0 S IF Page 346 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- iIII� I I � I � I�� IIII ���III� III �.II.IIII� �lo��ullllII � I I I I � u I I I I 2032 1 1 IIIII IIIIIIIIIIIIIIIIAII IIIII � I� �! IIIII IIIII m� �,� Page 347 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH Time Period IIIIIAM PHF III0.95 �� 1 �II,� ����. 11 .. �llillillilliillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street DEMPSTER ST IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II (IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Year EXISTING 2025 Analysis Period IIIIIIIIIIIIIIIIIII 1> 7:00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���� �� �', ,c IIIIIIIntersection IIDEMP°IIIIIIIIIISTER IIIIIIIIII@ LIIIIIIIIIINNEM.. File Name IIIIIII21IIIIIIIIOIIIIIIIIII25 DEMP-LIIII"IIIIIIN AM.xus Project Description CLOUD HQ ""I 4 ° II°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"''I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l Demand Information EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 37 290 18 13 351 63 6 33 9 66 63 85 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information IIIIIIII6°I ���� ����������������������������� ��������������������������������������������������������������������������������������������������������������������������������������������������������������� ������������������������������������������������������������������ ������������� ���������������������������������������������� ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII dui" „I (III . 21 C cIIIIIIIIe s 44 Re°IIIfIIIIIIerence Phase yII III; IIIIIIIIIIIII JII'"" IIIIII IIIIII II 11I IIIIII II III' II OIIIIIIIIIIff°IIIset s 0 Re°IIIfIIIIIIerence Point Be inIIIIIIIIII g IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green II 0.5 .�I� 0.7 (IIIIII (IIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �.. 15.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.2 IIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1.8 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III 7.4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 37 290 18 13 351 63 6 33 9 66 63 85 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 8 4 23 3 0 0 0 3 0 4 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 200 0 140 0 125 0 125 125 0 125 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 30 30 30 30 30 30 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 55.0 15.0 55.0 15.0 35.0 15.0 35.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 15 3 15 3 8 3 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 3.0 5.0 3.0 5.0 Reca I I Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 23.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 I ,.� III � � I � II I I I � �I �I �� I I I �I�� � (III III i I�� I�� � u� I�I ����� ���IIIII ��� ,III�� �� ���� ����� ��� � �I I������ ���� I�I i���l IIIII IIIII �� � �������,,,I ,I�� �� IIIII IIIII �IL����IIIII� � I� IIIII �IL�� �I I� ��I ��� ��I �I ����� I� � .... � IIIII � II� ��� I I � I � � I I I I � � � II II II�� � � i��� i�Iu � �I ����� I����� I�I ���� �� I�� � I�I �� ������ I ��������� I �II� �II� II II II II II� II� �I �� II��� II��� I III � � II� I II I ��� II��� II � � � �� II�� II �I � � �I� IIIII IIIII III � ull6������� � ellll6������ �������� IIIIIIII ������������ ����������� 1 edl111""'k�, �1111, IVll1111m' 1u,J ��S Pa e g 348 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH Time Period IIIIIAM PHF III0.95 �� 1 �II,� ����. 11 .. �llillillilliillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street DEMPSTER ST IIDEMP°IIIIIIIIIISTER IIIIIIIIII@ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II (IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Year EXISTING 2025 Analysis Period IIIIIII21IIIIIIIIOIIIIIIIIII25 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1> 7:00 ���� �� �', ,c LIIIIIIIIIINNEM.. lllllllntersection File Name DEMP-LIIII"IIIIIIN AM.xus Project Description CLOUD HQ ""I 4 ° II°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 37 290 18 13 351 63 6 33 9 66 63 85 Signal Information (III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII6°I IIIIII ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „l IIII . C clllllllle s 44 21 Re°Illfllllllerence Phase yII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIIII II L �I IIII' IIIIII II 011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll g IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green II 0.5 .�I� 0.7 (IIIIII (IIIIIIIIII IIIIIIIIII,IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �.. 15.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.2 IIIIIIIIII (IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1.8 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III 7.4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 3.0 Phase Duration, s 4.7 21.7 4.0 21.0 3.7 13.4 5.5 15.2 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 6.6 4.0 6.6 4.1 8.2 4.1 8.2 Queue Clearance Time ( g S ), s 2.7 4.7 2.3 5.9 2.1 2.7 3.4 4.2 Green Extension Time ( g e ), s 0.0 8.9 0.0 8.9 0.0 2.9 0.1 2.8 Phase Call Probability 0.38 1.00 0.16 1.00 0.08 0.92 0.58 0.96 Max Out Probability 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 39 163 161 14 222 214 6 35 9 69 66 89 Adjusted Saturation Flow Rate ( s ), veh/h/In 1697 1938 1897 1485 1953 1850 1810 2000 1610 1767 2000 1560 Queue Service Time ( g S ), s 0.7 2.7 2.7 0.3 3.8 3.9 0.1 0.7 0.2 1.4 1.2 2.2 Cycle Queue Clearance Time ( g � ), s 0.7 2.7 2.7 0.3 3.8 3.9 0.1 0.7 0.2 1.4 1.2 2.2 Green Ratio (g/C) 0.36 0.35 0.35 0.35 0.34 0.34 0.17 0.17 0.17 0.22 0.21 0.21 Capacity ( c ), veh/h 432 682 668 395 657 623 354 331 267 449 413 322 Volume -to -Capacity Ratio (X) 0.090 0.239 0.241 0.035 0.338 0.343 0.018 0.105 0.036 0.155 0.161 0.278 Back of Queue ( Q ), ft/In ( 95 th percentile) 9 40 38 4 57 54 2 13 4 23 23 35 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.3 1.5 1.5 0.1 2.2 2.2 0.1 0.5 0.1 0.9 0.9 1.3 Queue Storage Ratio (RQ) (95 th percentile) 0.05 0.00 0.00 0.03 0.00 0.00 0.02 0.00 0.03 0.19 0.00 0.28 Uniform Delay ( d i ), s/veh 9.5 10.2 10.2 9.8 11.1 11.1 15.4 15.8 15.6 14.2 14.5 14.9 Incremental Delay ( d 2 ), s/veh 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.3 0.1 0.2 0.4 1.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 9.5 10.3 10.3 9.8 11.2 11.2 15.4 16.1 15.7 14.3 14.9 15.9 Level of Service (LOS) A B B A B B B B B B B B Approach Delay, s/veh / LOS 10.2 B 11.2 B 15.9 B 15.1 B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11.9 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.08 B 2.08 B 2.27 B 2.26 B Bicycle LOS Score / LOS 0.79 A 0.86 A 0.57 A 0.86 A .L� I II �. I I � w IIII�� IIII � I�� �II � � �� � ��� I ������������ ������� � ,�II�� II��� � I� � ���� ����� �I� � ����� i���� ����� ���������„� ,I��'�� ����� ����� II�.���� � ������� � ����� �I�. � � � ��� .������� ����� ����� � � 1 ����I ��� III � �� II II II�� II � �� ��lu I I ��������������� II��� I I � I...� ...� . � � I � � ���� � ������ IIII II�� �.� IIII IIII I �II� �II� � ����� II��� �II��� IIII "I II �III�� � � ����� I II�� III I I � ���� � � ����� ����� (IIII'' IIIIII IIII IIIIf �11111l111111111 lllll IIIINiI ,Iu11 IIII °IIII Page 349 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information 61111' ����� �"���� �° I* iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillillI Agency GHA iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillilI Duration, h 0.250 �����It, Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction Ciiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliililll�illillillillillillilliillillilliIIIIIIIIIICDIIIIIIIIIIIOTH Time Period AM PHF 0.95 �" 11 W II . ..",,. III iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillilI Urban Street DEMPSTER ST IIDEMP°IIIIIIIIIISTER IIIIIIIIII@ Analysis Year EXISTING 2025 IIIIIII21IIIIIIIIOIIIIIIIIII25 Analysis Period 1> 7:00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII"iiiiiiiiiiiiiillllllllllllllliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiilll� ���� �', ,c LIIIIIIIIIINNEM.. File NamelilliilillillillillillillillillilliillillillillillillilliillillillillillI IIIIIIIntersection DEMP-LIIII"IIIIIIN iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillilI AM.xus iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillI Project Description CLOUD HQ iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillilillillillillilillillillillillillillillillillilI ""I 4 ° II°�i, -"I"" ", 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Gap E/W iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillilIForce llillillillillillillillillilliillillillillillillilliillililIFixed On Yellow 3.5 0.0 3.5 0.0 4.5 ==/, Mode Simult. Gap N/S mossommossommossonom4.5 On Red 0.0 0.0 1.5 0.0 0.0 1.5 5) I I I T �����������������������������������������������������������������������������l������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ Saturation Flow / Delay �������������������������������������� ���������������������������������������������������������������������������������������������������������������� L T 11 R �������������������������������������������������������������������������������������������������������������� 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iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillilliillillillillillillilliillillililI Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillililI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillilI 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.938 0.969 1.000 0.821 0.977 1.000 1.000 1.000 1.000 0.977 1.000 0.969 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillI Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillilI Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillilI Area Type Adjustment Factor (fa) 1.000 1.000 1.00III0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI Lane Utilization Adjustment Factor (feu) "I'll, 1111111111111.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 11111111 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.952 0.000iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI 0.952 0.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillill"', Right -Turn Adjustment Factor (fRT) 0.979 illillillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillilillillill�����illillillillillillilliillillillillillillilliillillillillillillillillillillillillillillillillillilliillillillillill��illillillillillillillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliilliiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI 0.979 0.947 0.947 1111 11111��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111 0.000 0.847 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillI 0.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliilI 111111111 0.847 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillilI Left -Turn Pedestrian Adjustment Factor (fLpa) 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilI Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilI Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilI DDI Factor (fDDI) 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillilI 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliilillilI 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillilI Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 1.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillilI Left -Turn Perm. CAV Adj. Factor (fcAvperm) Movement Saturation Flow Rate (s), veh/h 1697 3612 223 1485 3229 574 1810 2000 1610 1767 2000 1560 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillilI Proportion of Vehicles Arriving on Green (P) 0.03 0.35 0.35 0.01 0.34 0.34 0.01 0.17 0.17 0.05 0.21 0.21 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillilI Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 I 0.04 0.11 0.23 0.23 0.11 0.23 0.23 ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l������������������������������������������������������������������������������������������������������������������ Signal Timing / Movement Groups EBL EBT/R �������������������������������������������������������������������������������������������������������������������l������������������������������������������������������������l������������������������������������������������������������l��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l��������������������������ll,���ll,���ll,���ll,��,�����������������������l������������������������������������������������������������l�������������������������������������������������������������������������������������������������������������������������������� WBL WBT/R NBL NBT/R �������������������������������������������������������������������������������������������������l������������������������������������������������������������I SBL �������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������� SBT/R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillilI Lost Time (tL) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillI Green Ratio (g/C) 0.36 0.35 0.35 0.34 0.17 0.17 0.22 0.21 Permitted Saturation Flow Rate (sp), veh/h/In 908 0 880 0 1356 0 1363 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillI Shared Saturation Flow Rate (ssn), veh/h/In iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillilI Permitted Effective Green Time (gp), s 15.0 0.0 15.0 0.0 7.4 0.0 7.7 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillI Permitted Service Time (gu), s 11.2 0.0 11.0 0.0 6.0 0.0 6.7 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillI Permitted Queue Service Time (gps), s 0.2 0.1 0.0 0.1 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilI Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillilI Queue Service Time Before Blockage (gfs), s iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillI Protected Right Saturation Flow(SR), veh/h/In 0 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillI Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillilI Pedestrian Fw / Fv 1.389 0.000 1.389 0.000 1.557 0.000 1.557 0.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillI Pedestrian Fs / Fdelay 0.000 0.090 0.000 0.092 0.000 0.110 0.000 0.106 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillillilI Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillilI Bicycle ca / da 703.65 9.36 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillillillillillillillillilliilillillillillillillillilliillillillillillillilliillilliillillillillillillilliilillillillillillillillilliillillillillillilI 673.09 9.81 iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillillilI 331.19 15.52 412.71 14.04 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillI Bicycle Fw / Fv -3.64 0.30 -3.64 0.37 - 0.08 -3.64 0.37 . .3.64 aae 0 HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction CCDOTH Time Period AM PHF 0.95 Urban Street DEMPSTER ST Analysis Year EXISTING 2025 Analysis Period 1> 7:00 Intersection DEMPSTER @ LINNEM... File Name 2025 DEMP-LIN AM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand (v ), veh/h 37 290 18 13 351 63 6 33 9 Signal Information . C clllllllle s „ 44 6°l y Re°lllf,,,,,,erence Phase ������2, iiiiiiiiiiiiiiiillllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII ill lllllll lull., lull. ,llllllllllllllllllllllllll IIIIII III III IIIIII IIIIII II IIIIII llllll1lll,,,,lll ����. lllllllllllllllllllllll. ���1 I �l ill ll ll� ,ll .. lull Offset, s 0 ll„ll,ll,ll,ll,ll,ll,1,ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll, 1,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll„ Reference Point it ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll ll,ll,ll,ll,ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll 1,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll,ll,ll,ll„ Begin Green 0.5 I��� "'ll II �l ,g ", 0.7 15.0 I 0.2 1.8 IIIIII ����� 7.4 1. Uncoordinated Yes ll,ll,ll,ll„ll,ll,ll,ll,ll,ll,ll„ll„ll,ll,ll,ll,ll,ll,ll,ll,ll ll,ll,ll,ll,ll„ lllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllll Simult. Gap E/W ll,ll,ll,ll,ll„ll,ll,ll,ll,ll,ll„ ll,ll,ll,ll„ll,ll,ll„ ll,ll,ll,ll,ll,ll,ll,ll,ll,ll,ll„ll,ll„ ll,ll,ll,ll,ll,ll„ll,ll„ On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 5 5 Movement Group Results Approach Movement Back of Queue ( Q ), ft/In ( 95 th percentile) Back of Queue ( Q ), veh/In ( 95 th percentile) Queue Storage Ratio ( RQ ) ( 95 th percentile) Control Delay ( d ), s/veh Level of Service (LOS) A roach Dela s/veh / LOS pp y Intersection Delay, s/veh / LOS SB L T R 66 63 85 EB WB NB SB L T R L T R L T R L T R 9 40 38 4 57 54 2 13 4 23 23 35 0.3 1.5 1.5 0.1 2.2 2.2 0.1 0.5 0.1 0.9 0.9 1.3 0.05 0.00 0.00 0.03 0.00 0.00 0.02 0.00 0.03 0.19 0.00 0.28 9.5 10.3 10.3 9.8 11.2 11.2 15.4 16.1 15.7 14.3 14.9 15.9 A B B A B B B B B 6 B B 10.2 B 11.2 B 15.9 B 15.1 B IIIII,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, l l l l l l l l l l l l l l l l l l l l l l l 1,,,,,,,,,,,,,,,,,,,,,,,,,,, 1, l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 11.9 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l B 1.3 0.9 0.9 15.9 14.9 14.3 0.3 9.5 11.2 2.2 1.5 = 10.3 11.2 � 2.2 1.5 = 10.3 9.8 0.1 15.4 16.1 15.7 0.1 0.1 1...� ,") 0.5 IL..G:�S I":m� I...�: � IG"°m Page 351 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I � I I �� II� II� � ��I I �� .wp I � � � � �„ � III II• I �. I II II I ill W � I I ����� � ����„ ����. i���� �����. ���� i�� ����� u��� �������� III � u��� ������ I III p u u ...N ... ..�. ..., ..� ..�� si II u a ����� ..�. ...Vi u u u 0 0 uIVm ulVuu 0 u 0 � I� � I 9 u I u �I I'91 I I I I I � I I � I �� �� III � � II IIIII � � � IIIII �I� � I �� � li I �� �� � �� �� �� �� I � �� � � I � li �� li �� �� � �� ��� IIIII w � � iiii IIIII III , � iiiii IIIII IIIII � iiiir� � IIII III �� IIIII Ill�.iiii IIIIII � IIIII � � III IIIII �' I� �� � IIIII w iiiir IIIII � iiii w � ' � iiii � � ����� IIIII IIIII � � � 2025 IIIII' IIIIIIIIIIIIIIII IIII IIIII°'lul IIIII IIIlllllllll ,hull!'' M jjjjj'��Jlcltj u Page 352 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH Time Period IIIIIAM PHF III0.95 �� 1 �II,� ����. 11 .. �llillillilliillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street DEMPSTER ST IDEMPIIIIIIIIISTER (IIIIIIII@ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Year NB 2032 IIIIII21IIIIIIIOIIIIIIIII3'IIIIII2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Analysis Period IIIIIIIIIIIIIIIIIII 1 > 7:00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���� �., ,c IIIIIIntersection LIIIIIIIIINNEM.. File Name NB DEMP-LIIIIIIN AM.xus Project Description CLOUD HQ ""� 14 ° I1111, ,�- °'°' � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' Demand Information EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 309 19 14 368 66 6 34 9 69 66 89 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information „51 IIIIIIIIIII III III . C cIIIIIIIe s 54.4 Re°IIfIIIIIerence Phase 21 yi IIIIII L..J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II III L..J I��� "I ...� IIIIII��� � ... IIIIII W ''... OIIIIIIIIIIff°Inset, s 0 Re°Illfllllllerence Point BeginIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.6 0.8 16.7 � 0.3 2.2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I� 14.9 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On illillillillillillilliilliillillillillillillillillillilliillillil IIIIIIIIIIIIIIII 11111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII 11111111111111. Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Float Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 39 309 19 14 368 66 6 34 9 69 66 89 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 8 4 23 3 0 0 0 3 0 4 Ped / Bike / RTOR, /h 0 0 0 0 0 0 50 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 200 0 140 0 125 0 125 125 0 125 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 30 30 30 30 30 30 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 55.0 15.0 55.0 15.0 35.0 15.0 35.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 15 3 15 3 8 3 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 3.0 5.0 3.0 5.0 Reca I I Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 23.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 I ,.� (III � I � I I ���� II I l i � � � I u I� �I � II III ��� � �i I I � � � � ��I � � I � II � �I I�I ����� ��� IIIIII ��� ,III�� � � ���� ����� �I� � II III ����� I�I� I�I i���l IIIII IIIII �„ I �������,,,I ,I�� I� IIIII IIIII IIL���� IIIII � III IIIII �IL�I II III ��I ��� ��I �I IIIII II � .... II� I I � I � I 1" I (II .� III I I IIII�� � II III III �I i III �� IIIII � III � � i��� I�Iu � II ����� I����� I�I ���� �� III � I II ..�I ...III �I � I I�I �� �����I I ��������I (III (III I II III I I �...�II I I II� IIII� II II �� III�� II��� I (III I I II I I �I II III I II�� ��� III�� II � � (III III II II I II II�� ,III�� � � IIIII IIIII ��3;;;;;, IIII�il� IIIIIIIII''IIll�� IIIII IIIIIIIIIIIIIIIIIIIII IIIII°'�IWIIIIIIIII IIIII IIIII�ii� ,IiiIi'!�'% (III I II�,�u Page 353 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction C..........CD...........OTH Time Period AM PHF 0.95 �� 1 �..,� ����. 11 Urban Street DEMPSTER ST Analysis Year NB 2032 Analysis Period 1 > 7:00 ���� �., ,c I.....ntersection DEMP.........STER @ L..I......NNEM.. File Name 21......IOI.......I3'......2 NB DEMP-L..I...N AM.xus Project Description CLOUD HQ ""� 14 ° 1111, ,�- °'°' � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 309 19 14 368 66 6 34 9 69 66 89 Signal Information IIIIII .III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .� .� ��� „51 .� II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �......IIIIII . 2. C c.I.....e s 54.4 Re°..f.....erence Phase Yi . � L..J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II III���. II IIIIII IIIIII... IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII..IIIIII III L..J II ...� �. ... �F.' 0..........ff°...set, s 0 Re°...f......erence Point Begin.......... Green 0.6 0.8 16.7 � 0.3 2.2 I� I 14.9 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Float Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 3.0 Phase Duration, s 4.9 23.5 4.1 22.7 3.8 20.9 6.0 23.0 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 6.6 4.0 6.6 4.1 8.2 4.1 8.2 Queue Clearance Time ( g S ), s 2.9 5.7 2.4 7.2 2.1 2.7 3.6 4.4 Green Extension Time ( g e ), s 0.0 9.6 0.0 9.5 0.0 3.0 0.1 2.9 Phase Call Probability 0.46 1.00 0.20 1.00 0.09 0.96 0.67 0.99 Max Out Probability 0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 41 174 172 15 233 224 6 36 9 73 69 94 Adjusted Saturation Flow Rate (s ), veh/h/In 1697 1938 1898 1485 1953 1850 1810 2000 1522 1767 2000 1560 Queue Service Time ( g S ), s 0.9 3.6 3.7 0.4 5.1 5.2 0.1 0.7 0.2 1.6 1.3 2.4 Cycle Queue Clearance Time ( g � ), s 0.9 3.6 3.7 0.4 5.1 5.2 0.1 0.7 0.2 1.6 1.3 2.4 Green Ratio (g/C) 0.33 0.32 0.32 0.32 0.31 0.31 0.28 0.27 0.27 0.33 0.31 0.31 Capacity ( c ), veh/h 365 624 611 337 600 569 484 546 415 567 626 488 Volume -to -Capacity Ratio (X) 0.113 0.278 0.281 0.044 0.388 0.394 0.013 0.066 0.023 0.128 0.111 0.192 Back of Queue ( Q ), ft/In ( 95 th percentile) 14 62 59 6 88 83 2 14 4 26 26 37 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.5 2.4 2.4 0.2 3.4 3.3 0.1 0.6 0.1 1.0 1.0 1.4 Queue Storage Ratio (RQ) (95 th percentile) 0.07 0.00 0.00 0.04 0.00 0.00 0.02 0.00 0.03 0.21 0.00 0.30 Uniform Delay ( d i ), s/veh 12.7 13.8 13.8 13.0 14.8 14.9 14.3 14.7 14.5 12.7 13.3 13.7 Incremental Delay ( d 2 ), s/veh 0.1 0.1 0.1 0.1 0.2 0.2 0.0 0.1 0.0 0.1 0.2 0.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 12.8 13.8 13.9 13.0 15.0 15.0 14.3 14.8 14.5 12.8 13.5 14.1 Level of Service (LOS) B B B B B B B B B B B B Approach Delay, s/veh / LOS 13.7 B 14.9 B 14.7 B 13.5 B Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 14.2 IIIIIIIIIIIIIIIIIIIIII.....IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.09 B 2.09 B 2.26 B 2.26 B Bicycle LOS Score / LOS 0.81 A 0.88 A 0.57 A 0.88 A �I � I 9 ... " i"1IIIIII m i 3 mi III Il6 111 1u u'« I. �i Pa e g 354 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period AM PHF 0.95 �" W II ����. V ,,..",,. Urban Street DEMPSTER ST ��������@ �D �N �ntorsacti Analysis Year NB 2032 l���� Ill"""I0I'll""I3'll"2 Analysis Period 1 > 7:00 ���� �., ,c I o n E M P��������ST E R L I N E M .. F i l e Name N B D E M P-LIIIIIIIN AM .xu s Project Description CLOUD HQ ""� 14 ° 1111, ,�- °'°' � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 309 19 14 368 66 6 34 9 69 66 89 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „51 . C cIe s 54.4 Rellllference Phase y��111111��111 21 ., 1. � �� Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Green 0.6 0.8 16.7 0.3 2.2 14.9 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Float Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.938 0.969 1.000 0.821 0.977 1.000 1.000 1.000 1.000 0.977 1.000 0.969 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.979 0.979 0.947 0.947 0.000 0.847 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 0.952 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 0.945 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) Movement Saturation Flow Rate (s), veh/h 1697 3614 221 1485 3229 574 1810 2000 1522 1767 2000 1560 Proportion of Vehicles Arriving on Green (P) 0.03 0.32 0.32 0.01 0.31 0.31 0.01 0.27 0.27 0.05 0.31 0.31 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.11 0.23 0.23 0.11 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.33 0.32 0.32 0.31 0.28 0.27 0.33 0.31 Permitted Saturation Flow Rate (sp), veh/h/In 890 0 863 0 1352 0 1362 0 Shared Saturation Flow Rate (ssn), veh/h/In Permitted Effective Green Time (gp), s 16.7 0.0 16.7 0.0 14.9 0.0 15.6 0.0 Permitted Service Time (gu), s 11.6 0.0 11.9 0.0 13.8 0.0 14.2 0.0 Permitted Queue Service Time (gps), s 0.2 0.1 0.0 0.1 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.389 0.000 1.389 0.000 1.557 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.101 0.000 0.103 0.000 0.107 0.000 0.102 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 643.82 12.51 614.79 13.06 545.66 14.39 625.91 12.85 Bicycle Fw / F� -3. 64 0.32 -3. 64 0.39 -3. 64 0.09 -3. 64 0.39 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction CCDOTH Time Period AM PHF 0.95 Urban Street DEMPSTER ST Analysis Year NB 2032 Analysis Period 1 > 7:00 Intersection DEMPSTER @ LINNEM... File Name 2032 NB DEMP-LIN AM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand (v ), veh/h 39 309 19 14 368 66 6 34 9 Signal Information) . C clllllllle s 54.4 y Re°lllfllllllerence Phase llll lllllll2l iiiiiiiiiiiiiiiillllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII lllllllllllllllllllllllll,,,,,;ll lllllllllllllllll lull. )llllllllllllllllllllllllll IIIIII III III IIIIII IIIIII II ,,,,,,,,,Ill. ll���llll 1.,. ll lull llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Offset, s 0 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Reference Point 111 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Begin lllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllll Green 0.6 l �l ,g ", 0.8 16.7 I 0.3 2.2 IIIIII ����� 14.9 1. Uncoordinated Yes lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllll lllllllllllllllllllllllllllllllllllllll l lllllllllllllllllllllll ll Simult. Gap E/W lllllllllllllllllllllllllllllllllll llllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllll On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Float Simult. Gap N/S On Red 5 5 0 Movement Group Results Approach Movement Back of Queue ( Q ), ft/In ( 95 th percentile) Back of Queue ( Q ), veh/In ( 95 th percentile) Queue Storage Ratio ( RQ ) ( 95 th percentile) Control Delay ( d ), s/veh Level of Service (LOS) A roach Dela s/veh / LOS pp y Intersection Delay, s/veh / LOS SB L T R 69 66 89 EB WB NB SB L T R L T R L T R L T R 14 62 59 6 88 83 2 14 4 26 26 37 0.5 2.4 2.4 0.2 3.4 3.3 0.1 0.6 0.1 1.0 1.0 1.4 0.07 0.00 0.00 0.04 0.00 0.00 0.02 0.00 0.03 0.21 0.00 0.30 12.8 13.8 13.9 13.0 15.0 15.0 14.3 14.8 14.5 12.8 13.5 14.1 B B B B B B B B B 6 B B 13.7 B 14.9 B 14.7 B 13.5 B llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 14.2 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll B llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 1.4 1 1 14.1 13.5 12.8 0.5 �_ 12.8 15.0 3.3 2.4 _ 13.8 15.0 � 3.4 2.4 _ 13.9 13.0 � 0.2 14.3 14.8 14.5 0.1 0.1 1...� ,") 0.6 IL..G:�S I":m� I...�: � IG"°m Page 356 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I II� II� � ��I I �� � � � I .w I � � � � �„ � III II• I �. I II II I ill W �� i � I I ����� � ����„ ����. I.... �����. ���� I�� ����� u��� �������� III � ���� u��� ������ I u u I ...Ilu� � I ...� � ..� � ...�, ..� � ..� � u u ..� ...III u u i � u I I I � uVl���� I I ull����� ull����� I uV����� �� i uVl���� ��� � I I I V �„ II I I I I I � I I � I III �II IIIII � � � IIIII I �I� � I �� li �� I � �� � � �� � �� �� I � �� � � I � li �� li �� �� � �� �� III � I, iiiir� � IIIII � III �w. �llll IIIII w � � iiii IIIII III � iiiii IIIII IIIII � iiiir� � IIII III �� IIIII iiii „I � IIIIII � IIIII II�. � � III IIIII � � � IIIII w iiiir IIIII � iiii w � iiii � � ����� Ilul Ilul � ,IIIII � � ����� �,�Ilu ���� � w IIIII IIIII 2 1� ) 3 2 IINIIIII INA Page 357 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,l°' ����� �"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 �����AM Area Type Other III0.95 ""'' �'° Jurisdiction CCDOTH Time Period PHF �� 1 ���,� ����. 11 �llillillilliillillillillillillilliillillillillillil� lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Urban Street DEMPSTER ST ����������������I������ntersection ���� �������D ��������@ ���������� llllllllllllllllllllllllllllllll lllllllllllllllllllll Analysis lllllllll llllllllllllllllllllllllllllllllllllllllllllllll lllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Year TOTAL 2032 ������ ���l���� Ill"""I'l0I'll"�"�I3'll""I�2� llllllllllllllllllllllllllllllll llllllllllllllllllll llllllllllllll lllllllllllllllllll llllllllllllllll llllllllllllllll Analysis Period lllllllllllllllllll 1 > 7:00 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll ���� w �k, ����,.. ,c L���I������N N E M . ��������� E M P����������STE R F iI e Name Tl""II'llOT D E M P-L'll'l""I'llN AM .xu s Project Description CLOUD HQ 1`1 4 ° "°�i, -�I" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"''I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll""I'l Demand Information EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll""I'l'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 309 49 36 368 66 30 41 27 69 74 89 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information C cle, s 46 5 Relllference Phase 21 y 1 � 1 Iu ,w Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillil llillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillil li lillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillilliillillillillillillilli illillillillillillilliillillilliillillillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Green 1.2 16.3 1.0 1.2 I�� 7.8 0.0 Uncoordinated Yes Simult. Gap E/W On llllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllll llllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllll lillillilillil IIIIIII Yellow 3.5 4.5 3.5 0.0 4.5 0.0 . Force Mode Float Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 39 309 49 36 368 66 30 41 27 69 74 89 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 8 4 23 3 0 0 0 3 0 4 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 200 0 140 0 125 0 125 125 0 125 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 30 30 30 30 30 30 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 55.0 15.0 55.0 15.0 35.0 15.0 35.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 15 3 15 3 8 3 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 3.0 5.0 3.0 5.0 Reca I I Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 23.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ��� IIIII ��� ,����� �� ���� ����� ��� � �� ������� ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 1 IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ���� ������ ��� ����� �� � � � ��� � ����� ����� ��� ����� nIIIV������� 0 3 ell �������� �.....��...... i 1 �.....��...... IIII��'��,�9i) IIII'�'l'�'�'l'�'�'l'�'�'l', IIII IIIII °1 �11111 IIII���������� l IIII llll ,IIII llii. II Page 358 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period �����AM PHF III0.95 �� 1 ���,� ����. 11 .. Urban Street DEMPSTER ST Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ���� w �k, ����,.. ,c ����������������I������ntersection ���� �������D E M P����������STE R ��������@ L���I������N N E M . ��������� ���������� F iI e Name ������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2� Tl"�"I'llOT D E M P-L'll'l"�"�I'N AM .xu s Project Description CLOUD HQ 1`1 4 ° "°�i, -�I" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll""I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll""I'l'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 309 49 36 368 66 30 41 27 69 74 89 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... C cle, s 46 5 Relllference Phase 21 Y 1 � 1 I ,w Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillil llillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillil li lillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillilliillillillillillillilli illillillillillillilliillillilliillillillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Green 1.2 16.3 1.0 I�� 1.2 7.8 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 4.5 3.5 0.0 4.5 0.0 Force Mode Float Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 3.0 Phase Duration, s 4.7 22.3 4.7 22.3 4.5 13.8 5.7 15.0 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 6.6 4.0 6.6 4.1 8.2 4.1 8.2 Queue Clearance Time ( g S ), s 2.7 5.4 2.8 6.2 2.7 2.9 3.6 4.4 Green Extension Time ( g e ), s 0.0 10.1 0.0 10.1 0.0 3.5 0.1 3.5 Phase Call Probability 0.41 1.00 0.39 1.00 0.34 0.97 0.61 0.98 Max Out Probability 0.00 0.02 0.00 0.02 0.00 0.01 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 41 191 186 38 233 224 32 43 28 73 78 94 Adjusted Saturation Flow Rate ( s ), veh/h/In 1697 1938 1845 1485 1953 1850 1810 2000 1610 1767 2000 1560 Queue Service Time ( g S ), s 0.7 3.3 3.4 0.8 4.1 4.2 0.7 0.9 0.7 1.6 1.5 2.4 Cycle Queue Clearance Time ( g � ), s 0.7 3.3 3.4 0.8 4.1 4.2 0.7 0.9 0.7 1.6 1.5 2.4 Green Ratio (g/C) 0.38 0.35 0.35 0.37 0.35 0.35 0.19 0.17 0.17 0.22 0.19 0.19 Capacity ( c ), veh/h 432 680 648 390 683 647 353 334 269 442 388 302 Volume -to -Capacity Ratio (X) 0.095 0.281 0.286 0.097 0.341 0.346 0.089 0.129 0.106 0.164 0.201 0.310 Back of Queue ( Q ), ft/In ( 95 th percentile) 10 50 47 10 62 59 11 17 12 26 30 40 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.4 1.9 1.9 0.4 2.4 2.4 0.5 0.7 0.5 1.0 1.2 1.5 Queue Storage Ratio (RQ) (95 th percentile) 0.05 0.00 0.00 0.07 0.00 0.00 0.09 0.00 0.09 0.21 0.00 0.32 Uniform Delay ( d i ), s/veh 9.5 10.9 10.9 9.7 11.2 11.2 15.6 16.5 16.4 14.9 15.7 16.1 Incremental Delay ( d 2 ), s/veh 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.4 0.2 0.5 1.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 9.6 11.0 11.0 9.8 11.3 11.3 15.7 16.9 16.8 15.1 16.3 17.3 Level of Service (LOS) A B B A B B B B B B B B Approach Delay, s/veh / LOS 10.8 B 11.2 B 16.5 B 16.3 B Intersection Delay, s/veh / LOS 12.5 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.08 B 2.08 B 2.27 B 2.27 B Bicycle LOS Score / LOS 0.83 A 0.90 A 0.66 A 0.89 A I 9 " IIIII IIIIII IIII IIIIf �11111111111111IIIII IIIIINl u!'° IIII IclIs Page 359 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ����� �"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period AM PHF 0.95 �" ����. �1 Urban Street DEMPSTER ST Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ���� w �k, ����,.. ,c ����������������I������ntersection ���� �������D E M P����������STE R ��������@ L���I������N N E M . ��������� ���������� F iI e Name ������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2� Tl"�"I'llOT D E M P-L'll'l"�"�I'N AM .xu s Project Description CLOUD HQ 1`1 4 ° "°�i, -�I" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 309 49 36 368 66 30 41 27 69 74 89 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... C cle, s 46 5 Rellllference Phase y 21 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillil llillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillil li lillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillilliillillillillillillilli illillillillillillilliillillilliillillillillil illillillilliillillillillillil lillillillillillillillillillillillilliillillillill Green 1.2 16.3 1.0 I�� 1.2 7.8 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 4.5 3.5 0.0 4.5 0.0 Force Mode Float Simult. Gap N/S On Red 0.0 1.5 0.0 0.0 1.5 0.0 5) Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.938 0.969 1.000 0.821 0.977 1.000 1.000 1.000 1.000 0.977 1.000 0.969 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.952 0.952 0.947 0.947 0.000 0.847 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) Movement Saturation Flow Rate (s), veh/h 1697 3270 513 1485 3229 574 1810 2000 1610 1767 2000 1560 Proportion of Vehicles Arriving on Green (P) 0.03 0.35 0.35 0.03 0.35 0.35 0.02 0.17 0.17 0.05 0.19 0.19 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.11 0.23 0.23 0.11 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.38 0.35 0.37 0.35 0.19 0.17 0.22 0.19 Permitted Saturation Flow Rate (sp), veh/h/In 890 0 839 0 1342 0 1353 0 Shared Saturation Flow Rate (ssn), veh/h/In Permitted Effective Green Time (gp), s 16.3 0.0 16.3 0.0 7.8 0.0 7.8 0.0 Permitted Service Time (gu), s 12.1 0.0 11.0 0.0 5.5 0.0 6.9 0.0 Permitted Queue Service Time (gps), s 0.2 0.2 0.1 0.0 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.389 0.000 1.389 0.000 1.557 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.091 0.000 0.092 0.000 0.112 0.000 0.109 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 702.03 9.79 698.87 9.84 334.26 16.13 387.51 15.12 Bicycle Fw / F� -3. 64 0.34 -3. 64 0.41 -3. 64 0.17 -3. 64 0.40 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other Jurisdiction CCDOTH Time Period AM PHF 0.95 Urban Street DEMPSTER ST Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 Intersection DEMPSTER @ LINNEM... File Name 2032 TOT DEMP-LIN AM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand ( v ), veh/h 39 309 49 36 368 66 30 41 27 Signal Information Cycllllle, s 41161I 5 Reference Phase 21 �������������������������, , �15 ��; ,,, Offset, s 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillill lillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliilli Reference Point it llilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillill llilliilillillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli Begin llillillillillillillilliillill llillillillilliillilliilillillillillillillillillii � Green � 1.2 �� 16.3 1.0 �� 1.2 7.8 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 4.5 3.5 0.0 4.5 0.0 Force Mode Float Simult. Gap N/S On Red 5 5 Movement Group Results Approach Movement Back of Queue ( Q ), ft/In ( 95 th percentile) Back of Queue ( Q ), veh/In ( 95 th percentile) Queue Storage Ratio ( RQ ) ( 95 th percentile) Control Delay ( d ), s/veh Level of Service (LOS) A roach Dela s/veh / LOS pp y Intersection Delay, s/veh / LOS 1.9 1.9 SB L T R 69 74 89 EB WB NB SB L T R L T R L T R L T R 10 50 47 10 62 59 11 17 12 26 30 40 0.4 1.9 1.9 0.4 2.4 2.4 0.5 0.7 0.5 1.0 1.2 1.5 0.05 0.00 0.00 0.07 0.00 0.00 0.09 0.00 0.09 0.21 0.00 0.32 9.6 11.0 11.0 9.8 11.3 11.3 15.7 16.9 16.8 15.1 16.3 17.3 A B B A B B B B B B B B 10.8 B 11.2 B 16.5 B 16.3 B 12.5 B 1.5 1.2 1 17.3 16.3 15.1 0.4 9.6 11.3 2.4 I- 11.0 11.3 � 2.4 I- 11.0 9.8 0.4 15.7 16.9 16.8 0.5 0.5 0.7 Page 361 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- HIIIII II�� � �II�III V�� 5 1 I„III IIIIII IIII� ir III�i� � � II � Iglu � � �� �� � u III I I I 111� 11� � 2032 1 u IIIII ° IIIIIIIIIIIIIIII IIII IIIII uIl I INlll Iluui!!I1IIII IIII :IPIu Ll Page 362 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 IIIPM Area Type Other III0.95 ""'' �'° Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH Time Period PHF �� 1 �II,� ����. 11 .. �llillillilliillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street DEMPSTER ST IDEMPIIIIIIIIISTER IIIIIIIIII@ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Year EXISTING 2025 Analysis Period IIIIII21IIIIIIIOIIIIIIIII25 IIIIIIIIIIIIIIIIIII 1> 7:00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���� �� �', ,c llllllntersection LIIIIIIIIINNEM.. File Name DEMP-LIIII"IIIIIN PM.xus Project Description CLOUD HQ ""I 4 ° II°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"''I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l Demand Information EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 102 558 12 9 407 79 12 67 30 53 43 64 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ���� ����������������������������� ��������������������������������������������������������������������������������������������������������������������������������������������������������������� ���������������������������������� �������� ������������� ���������������������������������������������� ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIC IIIIII IIIIIIIIII21 15°IIIIIIII31I IIIIIIIIII6°I IIIIIIIIIIRe°Illfllllllerence „i IIII . cll�lllllle s Phase yIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III;I ,� JII'" IIIIII IIIIII" II ,��� �I IIIIII II III � ����I�I II�II� ��� II� II� ,II IIIIII 3 011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll g IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.4 "9 2.7 1.. 21.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.5 1.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 7.7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 102 558 12 9 407 79 12 67 30 53 43 64 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 0 11 3 0 0 3 0 0 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 200 0 140 0 125 0 125 125 0 125 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 30 30 30 30 30 30 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 55.0 15.0 55.0 15.0 35.0 15.0 35.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 15 3 15 3 8 3 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 3.0 5.0 3.0 5.0 Reca I I Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 23.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 I ,.� III � � I � II I�� �I I � � �I �I �� I I ��� � "III III i I�, I�, � u� � � I � �I ��� IIIIII i III�� �� ��������� ��� � I I ����� �Ii���l IIIII IIIII ���������� � ,I�� ��IIIII IIIII �IL���� IIIIII I IIIII��IL�� I I �� I ��� �� I � ����� I� � .... ��� I I � I � � � I I I � � II II I � � II�� IIIII �� III II � i ��I��� � I �����I ������I���� � � I�� � III I�� � ������ I ����� � I �II� �II� II II II� IIII II �� I � II��� II��� I III � � II� III I �II��� II � � I �� I I �II �I � IIIII IIIII 0 II 5 IIIIC°" IIIIIIIIIIIIII IIII IIIII ,,IIIII IIII 1� IIIII . „ IIII � � Page 363 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH Time Period IIIPM PHF III0.95 �� 1 �II,� ����. 11 .. �llillillilliillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street DEMPSTER ST IDEMPIIIIIIIIISTER IIIIIIIIII@ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Year EXISTING 2025 Analysis Period IIIIII21IIIIIIIOIIIIIIIII25 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1> 7:00 ���� �� �', ,c llllllntersection LIIIIIIIIINNEM.. File Name DEMP-LIIII"IIIIIN PM.xus Project Description CLOUD HQ ""I 4 ° II°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 102 558 12 9 407 79 12 67 30 53 43 64 Signal Information IIIIII IIIIIIIIII21 ���� ����������������������������� ��������������������������������������������������������������������������������������������������������������������������������������������������������������� ���������������������������������� �������� ������������� ���������������������������������������������� ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIC 15°IIIIIIII31I IIIIIIIIII6°I IIIIIIIIIIRe°Illfllllllerence ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „i IIII . cll�lllllle s Phase yIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III;I ,� JII'" IIIIII IIIIII" II ,��� �I IIIIII II III � ����I�I II�II� ��� II� II� ,II IIIIII 3 011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll g IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.4 "9 2.7 1.. 21.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.5 1.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 7.7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 3.0 Phase Duration, s 6.6 30.5 3.9 27.8 4.0 13.7 5.5 15.2 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 6.6 4.0 6.6 4.1 8.4 4.1 8.4 Queue Clearance Time ( g S ), s 3.7 7.2 2.2 7.0 2.3 3.7 3.4 3.9 Green Extension Time ( g e ), s 0.2 14.8 0.0 14.8 0.0 3.1 0.1 3.1 Phase Call Probability 0.80 1.00 0.13 1.00 0.17 0.97 0.56 0.98 Max Out Probability 0.00 0.10 0.00 0.10 0.00 0.00 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 107 301 299 9 262 250 13 71 32 56 45 67 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 2000 1985 1654 1953 1843 1810 2000 1572 1810 2000 1610 Queue Service Time ( g S ), s 1.7 5.2 5.2 0.2 4.9 5.0 0.3 1.7 0.9 1.4 1.0 1.9 Cycle Queue Clearance Time ( g � ), s 1.7 5.2 5.2 0.2 4.9 5.0 0.3 1.7 0.9 1.4 1.0 1.9 Green Ratio (g/C) 0.49 0.46 0.46 0.41 0.41 0.41 0.15 0.14 0.14 0.18 0.17 0.17 Capacity ( c ), veh/h 523 915 908 393 794 749 311 288 227 353 343 276 Volume -to -Capacity Ratio (X) 0.205 0.329 0.329 0.024 0.330 0.334 0.041 0.245 0.139 0.158 0.132 0.244 Back of Queue ( Q ), ft/In ( 95 th percentile) 23 76 76 3 77 72 6 36 16 25 21 33 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.9 3.1 3.0 0.1 3.0 2.9 0.2 1.4 0.6 1.0 0.9 1.3 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.12 0.00 0.00 0.02 0.00 0.00 0.05 0.00 0.13 0.20 0.00 0.27 Uniform Delay ( d i ), s/veh 7.9 9.3 9.3 9.5 10.9 10.9 19.4 20.4 20.0 18.6 18.8 19.2 Incremental Delay ( d 2 ), s/veh 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.9 0.6 0.2 0.4 1.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 8.1 9.4 9.4 9.5 11.0 11.0 19.4 21.3 20.6 18.8 19.2 20.2 Level of Service (LOS) A A A A B B B C C 6 B C Approach Delay, s/veh / LOS 9.2 A 11.0 B 20.9 C 19.5 B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.07 B 2.08 B 2.28 B 2.27 B Bicycle LOS Score / LOS 1.07 A 0.92 A 0.68 A 0.77 A I � � � I III III�� III I� �I .IIII I � w I I I � � � � � � ��I IIII�������� �� IIIIII � ,II��� II��� I I� I ���� ����� ��� � ����� ��III IIIII IIIIII ��:,� ,I��'�� IIIII IIIII �IL���� � � IIIIII � IIIII �II. � I I ��� .�I ����� � � ����� I IIIII � � � � I���I ��I III 9 � �� II II II�� � � � ulu I I ��������������� II��� I I � II� � I�.� I�.� � � � ���� � ������ � �II �II� "III IIII it �.� ����� �I�� IIII �II� IIII IIII ����� � ����� II��� � II��� � II��� I � ����� I III ��� � ���� I IIIII IIIII 111 iiii:�III�ill�I� l l �� Page 364 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction C..........CD...........OTH Time Period PM PHF 0.95 �" W II ����. V ,,..",,. �llilliillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street DEMPSTER ST IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II Analysis Year EXISTING 2025 IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Analysis Period 1> 7:00 ���� �� �', ,c I.....ntersection DEMP.........STER @ L..I......NNEM.. File Name 21......IOI.......I25 DEMP-LI..I"...I.N PM.xus Project Description CLOUD HQ ""I 4 ° II°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 102 558 12 9 407 79 12 67 30 53 43 64 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „ . C c.I......e s 5°........3..........6°. Re°...f......erence Phase y.. III;I IIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIIII L..J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2...� JII'" IIIIII IIIIII II II IIIIII IIIIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIII..IIIIII III L..J .... ... ; 0..........ff°...set s 0 Re°...f......erence Point Be in.......... g Green 0.4 2.7 21.8 0.5 1.5 7.7 Uncoordinated Yes Simult. Gap E/W IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII On Yellow 3.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.0 4.5 3.5 0.0 4.5 �� Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 1.000 1.000 0.914 0.977 1.000 1.000 1.000 0.977 1.000 1.000 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.992 0.992 0.944 0.944 0.000 0.847 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) Movement Saturation Flow Rate (s), veh/h 1810 3901 84 1654 3183 613 1810 2000 1572 1810 2000 1610 Proportion of Vehicles Arriving on Green (P) 0.06 0.46 0.46 0.01 0.41 0.41 0.01 0.14 0.14 0.04 0.17 0.17 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.11 0.23 0.23 0.11 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.49 0.46 0.41 0.41 0.15 0.14 0.18 0.17 Permitted Saturation Flow Rate (sp), veh/h/In 903 0 760 0 1382 0 1351 0 Shared Saturation Flow Rate (ssn), veh/h/In Permitted Effective Green Time (gp), s 23.0 0.0 21.8 0.0 7.7 0.0 7.7 0.0 Permitted Service Time (gu), s 16.8 0.0 17.4 0.0 6.2 0.0 6.1 0.0 Permitted Queue Service Time (gps), s 0.8 0.1 0.0 0.1 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.389 0.000 1.389 0.000 1.557 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.083 0.000 0.090 0.000 0.119 0.000 0.117 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 914.88 7.89 812.70 9.45 288.38 19.64 342.48 18.42 Bicycle Fw / F� -3.64 0.58 -3.64 0.43 -3.64 0.19 -3.64 0.28 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction CCDOTH Time Period PM PHF 0.95 Urban Street DEMPSTER ST Analysis Year EXISTING 2025 Analysis Period 1> 7:00 Intersection DEMPSTER @ LINNEM... File Name 2025 DEMP-LIN PM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand (v ), veh/h 102 558 12 9 407 79 12 67 30 Signal Information) . llllllllllllllllllllllll llllllllllllllllll ' lllllllllllllllll lllllllllllllllll C cle s 53.6 y llllllllllllllllllllllll Reference Phase llllllllllllllllll 2 iiiiiiiiiiiiiiiillllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII )llllllllllllllllllllllllll llllllllllllllllllllllllllll � lull. )llllllllllllllllllllllllll IIIIII III III IIIIII IIIIII II llll1��lllllllllll1llllllll ���...� l ��° llllllllll lllllllllllll ��I°l�l�, ���,l�llll� ll� ,ll �� lull llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Offset, s 0 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Reference Point ll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Begin Green 0.4 l �l . l ... 2.7 21.8 0.5 1.5 IIIIII � 7.7 �. Uncoordinated Yes lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllll lllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllll Simult. Gap E/W lllllllllllllllllllllllllllllllllll llllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllll) On lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Yellow lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 3.5 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 0.0 4.5 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 3.5 0.0 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 4.5 Force Mode Fixed Simult. Gap N/S On Red 5 5 Movement Group Results Approach Movement Back of Queue ( Q ), ft/In ( 95 th percentile) Back of Queue ( Q ), veh/In ( 95 th percentile) Queue Storage Ratio ( RQ ) ( 95 th percentile) Control Delay ( d ), s/veh Level of Service (LOS) A roach Dela s/veh / LOS pp y Intersection Delay, s/veh / LOS 3.1 3 SB L T R 53 43 64 EB WB NB SB L T R L T R L T R L T R 23 76 76 3 77 72 6 36 16 25 21 33 0.9 3.1 3.0 0.1 3.0 2.9 0.2 1.4 0.6 1.0 0.9 1.3 0.12 0.00 0.00 0.02 0.00 0.00 0.05 0.00 0.13 0.20 0.00 0.27 8.1 9.4 9.4 9.5 11.0 11.0 19.4 21.3 20.6 18.8 19.2 20.2 A A A A B B B C C B B C 9.2 A 11.0 B 20.9 C 19.5 B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.9 8.1 9.4 9.4 1.3 0.9 1 20.2 19.2 18.8 11.0 2.9 11.0 � 3 9.5 0.1 19.4 21.3 20.6 0.2 0.6 1.4 Page 366 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- 1 I II� II� � ��I I �� .w I � � � � �„ � III m �I �. I u II I ��� II I � � u I � I, � III � � I � I 'I Iu1 a II II ...IIV, it ... ..�. ..., ..� ..�� �� II W W ..�. IV, W W u � I I I � III I I I I I � I � I III �II IIIII � � � IIIII �I� � I �� li �� I �� �� � �� �� �� �� I � �� � � I � li �� li �� �� � �� ��� ��� � �I �IIII� IIIII w � � iiii IIIII III , � iiiii IIIII IIIII � iiiir� � IIII III �� IIIII Ill�.iiii � IIIII II�. � � III IIIII � I� �� � IIIII w iiiir IIIII � iiii w � ' � iiii � � ����� IIIII Ilu1 � � � ����� w � ���� � IIIII IIIII 2025 III;,, �I IIIII ��������� II � IIII 0IIIII IIIII Illlk IIII IIIII° IIII11j111 IIIII°°° IIII Page 367 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period ���PM PHF III0.95 �� 1 ���,� ����. 11 .. Urban Street DEMPSTER ST ��������@ �D �N �ntorsacti Analysis Year NB 2032 l���� Ill"""I0I'll""I3'll"2 Analysis Period 1 > 7:00 ���� �., ,c I o n E M P��������ST E R L I N E M .. F i l e Name N B D E M P-LIIIIIIIN P M .xu s Project Description CLOUD HQ ""� 14 ° 1111, ,�- °'°' � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' Demand Information EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 109 595 13 9 426 83 13 70 31 55 45 67 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ���������� �����������C ���������� ������e ������ ����������21 „ . c�I�������e s 5 5.7 Rellllf re n ce Phase �� �.��� „����, � �������� � ��� ,�� Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil llillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillilli li lillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilil illillillillillillilliillillillillillillilliillillilillillillillillilillilli illillillillillillilliillillilillillillillilli llillillilliillillillillillill lillilillillillillillillillillillilliillillillilli Green 0.4 3.0 23.3 � 0.6 1.6 11 7.8 � Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 5 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 109 595 13 9 426 83 13 70 31 55 45 67 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 0 11 3 0 0 3 0 0 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 200 0 140 0 125 0 125 125 0 125 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 30 30 30 30 30 30 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 55.0 15.0 55.0 15.0 35.0 15.0 35.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 15 3 15 3 8 3 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 3.0 5.0 3.0 5.0 Reca I I Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 23.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 i ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� � IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� I ��� ����� ��� � � ��� �� IIIII IIIII IIII IIIIIIIII''� IIIII°IIIII IIIII IIIII°' 11111111 IIIII IIIII IIIII°'IIIII«�u Page 368 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH Time Period IIIPM PHF III0.95 �� 1 �II,� ����. 11 .. Urban Street DEMPSTER ST IDEMPIIIIIIIIISTER IIIIIIIIII@ Analysis Year NB 2032 IIIIII21IIIIIIIOIIIIIIIII3'IIIIII2 Analysis Period 1 > 7:00 ���� �., ,c llllllntersection LIIIIIIIIINNEM.. File Name NB DEMP-LIIIIIIN PM.xus Project Description CLOUD HQ ""� 14 ° I1111, ,�- °'°' � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 109 595 13 9 426 83 13 70 31 55 45 67 Signal Information IIIIIIIIIIIIIIIIIIIIIC IIIIII IIIIIIIIII21 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIRe°Illfllllllerence ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... d „l .� II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . cll�lllllle s 55.7 Phase YIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII ,� . IIIIIIIIIIII IIII IIIIIIII ,��� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . �I „III�I� � �I II�II� II� ,II II� IIIIII 011llllllllff°Inset, s 0 Re°Illfllllllerence Point Beginllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.4 3.0 23.3 � 0.6 1.6 IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 7.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 5 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 3.0 Phase Duration, s 6.9 32.3 3.9 29.3 4.1 13.8 5.6 15.4 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 6.6 4.0 6.6 4.1 8.4 4.1 8.4 Queue Clearance Time ( g S ), s 3.9 7.6 2.2 7.3 2.4 3.8 3.5 4.1 Green Extension Time ( g e ), s 0.2 16.0 0.0 16.0 0.0 3.3 0.1 3.3 Phase Call Probability 0.83 1.00 0.14 1.00 0.19 0.97 0.59 0.99 Max Out Probability 0.00 0.13 0.00 0.13 0.00 0.01 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 115 321 319 9 274 262 14 74 33 58 47 71 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 2000 1985 1654 1953 1842 1810 2000 1572 1810 2000 1610 Queue Service Time ( g S ), s 1.9 5.6 5.6 0.2 5.3 5.3 0.4 1.8 1.0 1.5 1.1 2.1 Cycle Queue Clearance Time ( g � ), s 1.9 5.6 5.6 0.2 5.3 5.3 0.4 1.8 1.0 1.5 1.1 2.1 Green Ratio (g/C) 0.51 0.47 0.47 0.43 0.42 0.42 0.15 0.14 0.14 0.18 0.17 0.17 Capacity ( c ), veh/h 525 946 939 388 819 773 303 280 220 343 336 271 Volume -to -Capacity Ratio (X) 0.218 0.339 0.340 0.024 0.335 0.339 0.045 0.263 0.148 0.169 0.141 0.261 Back of Queue ( Q ), ft/In ( 95 th percentile) 25 84 83 3 84 78 6 40 18 27 24 37 Back of Queue ( Q ), veh/In ( 95 th percentile) 1.0 3.4 3.3 0.1 3.3 3.1 0.3 1.6 0.7 1.1 0.9 1.5 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.12 0.00 0.00 0.02 0.00 0.00 0.05 0.00 0.14 0.22 0.00 0.29 Uniform Delay ( d i ), s/veh 7.7 9.2 9.2 9.4 10.9 10.9 20.3 21.4 21.0 19.4 19.7 20.1 Incremental Delay ( d 2 ), s/veh 0.2 0.1 0.1 0.0 0.1 0.1 0.1 1.1 0.7 0.2 0.4 1.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 7.9 9.3 9.3 9.4 11.0 11.0 20.3 22.4 21.7 19.6 20.1 21.2 Level of Service (LOS) A A A A B B C C C 6 C C Approach Delay, s/veh / LOS 9.1 A 11.0 B 22.0 C 20.4 C IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 12.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.07 B 2.08 B 2.28 B 2.28 B Bicycle LOS Score / LOS 1.11 A 0.94 A 0.69 A 0.78 A I� � � II I I I. I���� I I, I I� I I I I I� I� I I III I II �I I I I �I Iw I I I � � � � �� � � I I ������������ I������ � ,II��� II��� I II I ���� ����� ��� � ����� i���� ����� ������ ��„N ,I��'I� ����� ����� �IL���� � ������� � ����� �IL � I I ��� .IIIIII I� I���� I ����� � I � � I���I ��I III III �II�II I 9 � � I I II�� � �� ��lu I I ��������������� I���� I I � III II� I I � � ���� � ������ " 6 � III IIII IIII IIII III it IIIII I IIIIII I II�� III�� I I I��� � IIIII I���� �I���� �II��� I � IIIII � � IIII I I IIII � I I ����� ����� 3 �I ',�� ����� ����� IIIIIIIIII I �11 I�110I �u S Page 369 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period PM PHF 0.95 �" W II ����. V ,,..",,. Urban Street DEMPSTER ST ��������@ �D �N �ntorsacti Analysis Year NB 2032 l���� Ill"""I0I'll""I3'll"2 Analysis Period 1 > 7:00 ���� �., ,c I o n E M P��������ST E R L I N E M .. F i l e Name N B D E M P-LIIIIIIIN P M .xu s Project Description CLOUD HQ ""� 14 ° 1111, ,�- °'°' � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 109 595 13 9 426 83 13 70 31 55 45 67 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „ . C cIe s 55.7 Relllference Phase 21 „5� . Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil llillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillilli li lillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilil illillillillillillilliillillillillillillilliillillilillillillillillilillilli illillillillillillilliillillilillillillillilli llillillilliillillillillillill lillilillillillillillillillillillilliillillillilli Green 0.4 3.0 23.3 � 0.6 11 � 1.6 7.8 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 5 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 1.000 1.000 0.914 0.977 1.000 1.000 1.000 0.977 1.000 1.000 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.992 0.992 0.943 0.943 0.000 0.847 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) Movement Saturation Flow Rate (s), veh/h 1810 3900 85 1654 3180 615 1810 2000 1572 1810 2000 1610 Proportion of Vehicles Arriving on Green (P) 0.06 0.47 0.47 0.01 0.42 0.42 0.01 0.14 0.14 0.04 0.17 0.17 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.11 0.23 0.23 0.11 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.51 0.47 0.43 0.42 0.15 0.14 0.18 0.17 Permitted Saturation Flow Rate (sp), veh/h/In 883 0 733 0 1380 0 1347 0 Shared Saturation Flow Rate (ssn), veh/h/In Permitted Effective Green Time (gp), s 24.8 0.0 23.4 0.0 7.8 0.0 7.9 0.0 Permitted Service Time (gu), s 18.0 0.0 18.7 0.0 6.3 0.0 6.0 0.0 Permitted Queue Service Time (gps), s 1.0 0.1 0.0 0.1 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.389 0.000 1.389 0.000 1.557 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.082 0.000 0.090 0.000 0.121 0.000 0.119 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 945.71 7.73 838.90 9.38 280.29 20.57 336.19 19.26 Bicycle Fw / F� -3.64 0.62 -3.64 0.45 -3.64 0.20 -3.64 0.29 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction CCDOTH Time Period PM PHF 0.95 Urban Street DEMPSTER ST Analysis Year NB 2032 Analysis Period 1 > 7:00 Intersection DEMPSTER @ LINNEM... File Name 2032 NB DEMP-LIN PM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand (v ), veh/h 109 595 13 9 426 83 13 70 31 Signal Information) . C clllllllle s 55.7 y Re°lllfllllllerence Phase llll lllllll2l iiiiiiiiiiiiiiiillllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII lllllllllllllllllllllllll,,,,,;ll lllllllllllllllll lull. )llllllllllllllllllllllllll IIIIII III III IIIIII IIIIII II ,,,,,,,,,Ill. ll���llll 1.,. ll lull llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Offset, s 0 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Reference Point ll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Begin Green 0.4 l �l ,g 1.. 3.0 23.3 I 0.6 1.6 IIIIII ����� 7.8 1. Uncoordinated Yes lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllll lllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllll Simult. Gap E/W lllllllllllllllllllllllllllllllllll llllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllll On lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Yellow lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 3.5 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 0.0 4.5 llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 3.5 0.0 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 4.5 Force Mode Fixed Simult. Gap N/S On Red 5 5 Movement Group Results Approach Movement Back of Queue ( Q ), ft/In ( 95 th percentile) Back of Queue ( Q ), veh/In ( 95 th percentile) Queue Storage Ratio ( RQ ) ( 95 th percentile) Control Delay ( d ), s/veh Level of Service (LOS) A roach Dela s/veh / LOS pp y Intersection Delay, s/veh / LOS SB L T R 55 45 67 EB WB NB SB L T R L T R L T R L T R 25 84 83 3 84 78 6 40 18 27 24 37 1.0 3.4 3.3 0.1 3.3 3.1 0.3 1.6 0.7 1.1 0.9 1.5 0.12 0.00 0.00 0.02 0.00 0.00 0.05 0.00 0.14 0.22 0.00 0.29 7.9 9.3 9.3 9.4 11.0 11.0 20.3 22.4 21.7 19.6 20.1 21.2 A A A A B B C C C B C C 9.1 A 11.0 B 22.0 C 20.4 C lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll IIIIII . 12.0 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll B 1 7.9 3.4 9.3 3.3 9.3 1.5 1.1 0.9 21.2 20.1 19.6 20.3 22.4 21.7 0.3 0.7 1.6 11.0 3.1 11.0 � 3.3 9.4 0.1 Page 371 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I � I I �� II� II� � ��I I �� .wp I � � � � �„ � III II• I �. I II II I ill W �� i I ����� � ����„ ����. I.... �����. ���� I�� ����� u��� �������� III � ���� u��� ������ I IoIII p u u ...N ... ..�. ..., ..� ..��i u a ����� ..�. ...Vi u u u ����� 0 0 uuu I uIVm I I ulVuu 0 u 0 I ull����� ull����� �� p V � I 9 u V V �I I III � I I �� �� III � � I� IIIII � � � IIIII �I� � I �� �� � ii �� I �� �� �� ����� ��I � �� �� �� �� � � �� � � I � ii �� ii �� �� � �� ��� ��I �� IIIII w � � iiii IIIII III , � iiiii IIIII IIIII � iiiir� � IIII III �� IIIII Ill�.iiii IIIII � IIIII II�. � � III IIIII � I� �� � um w iiiir IIIII � iiii w � ' � iiii � � ����� IIIII IIIII � � � ����� '� w ���� � w IIIII IIIII 2 1� ) 3 2 IINIIIII III Page 372 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period ���PM PHF III0.95 �� 1 ���,� ����. 11 .. Urban Street DEMPSTER ST Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ���� w �k, ����,.. ,c ����������������I������ntorsacti o n ���� �������D E M P����������ST E R ��������@ L���I������N N E M. ��������� ���������� F i t e Name ������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2� Tl"�"I'll0T D E M P-L'll'l"�"�I'N P M .xu s Project Description CLOUD HQ ""I 4 ° "°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"''I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll""I'l Demand Information EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll""I'l'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 109 595 27 19 426 83 45 78 55 55 48 67 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ���������� �����������C � ����������2 ���������� ������e ������ ����������21 „ �� . 5��������6�� c�l�������e s Rellllf y re n ce Phase �� �.��� ��� � ����� ����� Offsets 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill ii llillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillil llillillillilliillillillillillillilliillillillillillillillilillillilillillil llillillillilliillillillillillillillilillillil iiiiiiiiiiiiiillillillillillil illilillillillillillillillillillillilliillillillill Green 0.8 2.6 23.7 1.7 0.4 7.9 Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII����. Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 109 595 27 19 426 83 45 78 55 55 48 67 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 0 0 11 3 0 0 3 0 0 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 200 0 140 0 125 0 125 125 0 125 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 40 40 40 40 40 40 30 30 30 30 30 30 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 55.0 15.0 55.0 15.0 35.0 15.0 35.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 3 15 3 15 3 8 3 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 3.0 5.0 3.0 5.0 Reca I I Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 23.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 �� ��� ������ IIIII ��� ,������ �� ���� ����� ��� � �� ������� � ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII �.�� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " 1� Illlh � �� ����� ��� .� i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � �������� �� �� ���� ������ ��� 1 ����� �� � ���� � ��� �� � °� ��� ����� nIIIV������� 0 3 ell �������� """�...... 1 """�""" IIIII°��l�9i) IIII'�'''�'�'�'''�'�'�'''�'� IIII IIIII °1 IIII����������� l IIII III IIIII IIII um Page 373 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period ���PM PHF III0.95 �� 1 ���,� ����. 11 .. Urban Street DEMPSTER ST ���� �������D ��������@ ����������������I������ntorsacti Analysis ���������� Year TOTAL 2032 ������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2� Analysis Period 1 > 7:00 ���� w �k, ����,.. ,c L���I������N N E M. ��������� o n E M P����������ST E R F i t e Name Tl"�"I'll0T D E M P-L'll'l"�"�I'N P M .xu s Project Description CLOUD HQ ""I 4 ° "°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 109 595 27 19 426 83 45 78 55 55 48 67 Signal Information ���������� �����������C � ����������2 ���������� ������e ������ ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „ .' �� . 5��������6�� c�l�������e s Rellllf y re n ce Phase �� �.��� ��� � ����� ����� Aw Offsets 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill ii llillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillil llillillillilliillillillillillillilliillillillillillillillilillillilillillil llillillillilliillillillillillillillilillillil iiiiiiiiiiiiiillillillillillil illilillillillillillillillillillillilliillillillill Green 0.8 2.6 23.7 1.7 0.4 7.9 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 3.0 Phase Duration, s 6.9 32.3 4.3 29.7 5.2 13.9 5.7 14.4 Change Period, ( Y+R � ), s 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 4.0 6.6 4.0 6.6 4.1 8.3 4.1 8.3 Queue Clearance Time ( g S ), s 3.9 7.9 2.4 7.4 3.3 4.1 3.5 4.2 Green Extension Time ( g e ), s 0.2 16.2 0.0 16.3 0.1 3.8 0.1 3.8 Phase Call Probability 0.83 1.00 0.27 1.00 0.52 0.99 0.60 0.99 Max Out Probability 0.00 0.14 0.00 0.14 0.00 0.01 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 115 330 325 20 274 262 47 82 58 58 51 71 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 2000 1969 1654 1953 1842 1810 2000 1572 1810 2000 1610 Queue Service Time ( g S ), s 1.9 5.9 5.9 0.4 5.3 5.4 1.3 2.1 1.8 1.5 1.2 2.2 Cycle Queue Clearance Time ( g � ), s 1.9 5.9 5.9 0.4 5.3 5.4 1.3 2.1 1.8 1.5 1.2 2.2 Green Ratio (g/C) 0.50 0.47 0.47 0.44 0.42 0.42 0.17 0.14 0.14 0.18 0.15 0.15 Capacity ( c ), veh/h 526 936 922 389 823 777 310 282 222 337 297 239 Volume -to -Capacity Ratio (X) 0.218 0.352 0.353 0.051 0.333 0.337 0.153 0.291 0.261 0.172 0.170 0.295 Back of Queue ( Q ), ft/In ( 95 th percentile) 25 89 88 6 84 79 23 45 33 28 26 39 Back of Queue ( Q ), veh/In ( 95 th percentile) 1.0 3.6 3.5 0.2 3.3 3.2 0.9 1.8 1.3 1.1 1.1 1.6 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.13 0.00 0.00 0.04 0.00 0.00 0.18 0.00 0.26 0.22 0.00 0.31 Uniform Delay ( d i ), s/veh 7.9 9.5 9.5 9.3 10.9 11.0 19.9 21.6 21.5 19.6 20.9 21.3 Incremental Delay ( d 2 ), s/veh 0.2 0.1 0.1 0.1 0.1 0.1 0.2 1.2 1.3 0.2 0.6 1.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 8.1 9.6 9.6 9.4 11.0 11.1 20.1 22.8 22.8 19.8 21.5 22.8 Level of Service (LOS) A A A A B B C C C 6 C C Approach Delay, s/veh / LOS 9.4 A 11.0 B 22.1 C 21.4 C Intersection Delay, s/veh / LOS 12.6 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.07 B 2.08 B 2.28 B 2.28 B Bicycle LOS Score / LOS 1.12 A 0.95 A 0.80 A 0.78 A � ; . i 1 .� 1 � �5 �������� � �� ��������� �������� �� ������ ������ ������ ������ IIIII��'���'� � IIIIII����������� IIII IIIIf����1111111�111111111IIIII����������I IIIINl Illlf°� IIII ����� ���� 11(1 I Page 374 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ����� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction CCDOTH Time Period PM PHF 0.95 �" W II ����. V ,,..",,. Urban Street DEMPSTER ST ���� �������D ��������@ ����������������I������ntorsacti Analysis Year TOTAL 2032 ���������� ������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2� Analysis Period 1 > 7:00 ���� w �k, ����,.. ,c L���I������N N E M. ��������� o n E M P����������ST E R F i t e Name Tl"�"I'll0T D E M P-L'll'l"�"�I'N P M .xu s Project Description CLOUD HQ ""I 4 ° "°�i, -�I"" ", ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"' Demand Information 'I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"�I'l EB �l""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll"�"I'll"�,,,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""I'll""I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'l'll""�I'll""�I'll",,,'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""�I'l'll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'll"�"I'll"�,'ll"�"�I'l'll"�"I'll"�"�I'll'I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 109 595 27 19 426 83 45 78 55 55 48 67 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „�� . C cle s 56 2 Relllference Phase y 21 ll""I' � Offset s 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Green 0.8 2.6 23.7 ����� 1.7 0.4 7.9 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 0.0 0.0 1.5 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 1.000 1.000 0.914 0.977 1.000 1.000 1.000 0.977 1.000 1.000 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.985 0.985 0.943 0.943 0.000 0.847 0.000 0.847 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) Movement Saturation Flow Rate (s), veh/h 1810 3797 172 1654 3180 615 1810 2000 1572 1810 2000 1610 Proportion of Vehicles Arriving on Green (P) 0.06 0.47 0.47 0.01 0.42 0.42 0.03 0.14 0.14 0.04 0.15 0.15 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.11 0.23 0.23 0.11 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.50 0.47 0.44 0.42 0.17 0.14 0.18 0.15 Permitted Saturation Flow Rate (sp), veh/h/In 883 0 723 0 1376 0 1337 0 Shared Saturation Flow Rate (ssn), veh/h/In Permitted Effective Green Time (gp), s 24.8 0.0 23.7 0.0 7.9 0.0 7.9 0.0 Permitted Service Time (gu), s 18.3 0.0 18.4 0.0 5.1 0.0 5.9 0.0 Permitted Queue Service Time (gps), s 1.0 0.1 0.1 0.1 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 0 0 Protected Right Effective Green Time (gR), s 0.0 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.389 0.000 1.389 0.000 1.557 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.083 0.000 0.090 0.000 0.122 0.000 0.121 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 936.13 7.95 843.01 9.40 282.46 20.72 297.24 20.37 Bicycle Fw / F� -3. 64 0.63 -3. 64 0.46 -3. 64 0.31 -3. 64 0.30 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other Jurisdiction CCDOTH Time Period PM PHF 0.95 Urban Street DEMPSTER ST Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 Intersection DEMPSTER @ LINNEM... File Name 2032 TOT DEMP-LIN PM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand ( v ), veh/h 109 595 27 19 426 83 45 78 55 Signal Information . C cle s 56.2 y Reference Phase 2 Offset, s 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillill lillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliilli Reference Point it llilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillill llillillillillillillillillillilliillillillillillillilliillillillillillilliil lillillilliillillillillillillilliillillillilli Begin llillillillillillillilliillill llillillilliillillillillillillillillillillillillii Green 0.8 2.6 23.7 1.7 0.4 1�1 7.9 Uncoordinated Yes Simult. Gap E/W On Yellow 3.5 0.0 4.5 3.5 0.0 4.5 Force Mode Fixed Simult. Gap N/S On Red 5 5 Movement Group Results Approach Movement Back of Queue ( Q ), ft/In ( 95 th percentile) Back of Queue ( Q ), veh/In ( 95 th percentile) Queue Storage Ratio ( RQ ) ( 95 th percentile) Control Delay ( d ), s/veh Level of Service (LOS) A roach Dela s/veh / LOS pp y Intersection Delay, s/veh / LOS SB L T R 55 48 67 EB WB NB SB L T R L T R L T R L T R 25 89 88 6 84 79 23 45 33 28 26 39 1.0 3.6 3.5 0.2 3.3 3.2 0.9 1.8 1.3 1.1 1.1 1.6 0.13 0.00 0.00 0.04 0.00 0.00 0.18 0.00 0.26 0.22 0.00 0.31 8.1 9.6 9.6 9.4 11.0 11.1 20.1 22.8 22.8 19.8 21.5 22.8 A A A A B B C C C 6 C C 9.4 A 11.0 B 22.1 C 21.4 C 12.6 B 1 8.1 3.6 9.6 3.5 9.6 1.6 1.1 1.1 22.8 21.5 19.8 20.1 22.8 22.8 0.9 1.3 1.8 11.1 3.2 11.0 3.3 9.4 0.2 Page 376 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- HIIIII II�� � �II�III V�� 5 1 I . III IIIIII III I� ir III�i� � � II � Iglu � � � � ����� �� III I I III II� � 2032 1 u IIIII ° IIIIIIIIII IIII IIIII I INlll II :IIIII Ll Page 377 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.92 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year EXISTING 2025 ��������S ������0 �������25 �������6�������21-B Analysis Period 1 > 7:00 ' ., °°���� ,c l ntorsection l @ B U E F it e Name 2 U AM .xus Project Description CLOUD HQ ""� � ° "°�����-""''�� ��"I'l""I'll"""�I'll'll""I'll"""I'llll",'ll""I'll"",'ll""I'll"""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll""I'lll'll"�" Demand Information EB �I'll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"""I'll""II'll"'ll"�"I'll""II'll",'ll"""II'll""II'll' WB ��','ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll"""II'll""II'll",'ll"""II'll"'ll"�"I'll""IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 329 414 89 257 60 305 552 151 75 832 8 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information �������� C cle s 120.0 Reference Phase 2 y I��� "'Il W v Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillill lillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillillillillillill llillillillillillilliillillillillillillillilli llillillilliillillillillillill llillillillilliillillillillillillilliillillillilli U n coo rd i n ate d N o S i m u l t. G a E/W O n � illilileFixed ����S p �������N��js ������F����orce ���� Green 5.0 8.1 49.5 6.9 28.0 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� �������� 11111111IIIIIIIIIIIIIIIIIIIIIIillillillillil illillillillilliillillillillillillilliillill Mo i m u It Ga p On Red 0.0 0.0 1.5 0.0 1.5 0.0 �� Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 329 414 89 257 60 305 552 151 75 832 8 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 5 13 10 7 7 17 11 11 7 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 75 205 0 75 295 0 150 100 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 30.0 14.4 44.4 26.4 62.4 13.2 49.2 Yellow Change Interval (Y), s 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 15 3 15 3 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 7.0 3.0 7.0 3.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry Yes No Yes No Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ��� IIIII ��� ,����� �� ���� ����� ��� � �� ������� ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� """" �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � ����� �� � ����� � IIIII IIIII ii�I�u ,, IIII �� Page 378 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.92 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year EXISTING 2025 Analysis ��������S ������0 �������25 �������6�������21-B Period 1 > 7:00 ' ', °°���� ,c ntorsection @ B U E F it e Name 2 U AM .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 329 414 89 257 60 305 552 151 75 832 8 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... °'11111 C cle s 120.0 Reference Phase 2 Y �, I � V 1 r . � 11 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill lillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliill llillillilliillillillillillill lliillillillillillillillillillillilliillillillilli U n co o rd i n ate d N o S i m u l t. G a E/W O n �����������������������F�������o ����������������������M�������o ����d�������e ���������������������F ����d����������������� �������������������S p ��������������G���a �������������������N�����j���������s����� ���������������Oln Green 5.0 8.1 49.5 6.9 28.0 0.0 lilliillillillillillillilliillillillil illillillillillillillillillillilliillillillii 11111111111IIIIIIIIIIIIIIIIIIIIIIillillillil IIIIIIIIIllillillillillillillilliillillillii lillilillillillillillillillillilliillillillil illillillillillillillillillillilliillillillii illilillillillillillillillillilliillillillill ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� rce i xe i m u����l�����t p Red 0.0 0.0 1.5 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 3 8 5 2 1 6 Case Number 7.3 1.0 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 34.0 10.4 44.4 20.1 67.1 8.5 55.5 Change Period, ( Y+R � ), s 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 9.9 4.0 9.9 4.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 30.0 7.1 8.9 15.9 5.3 Green Extension Time ( g e ), s 0.0 0.1 22.8 0.7 0.0 0.1 0.0 Phase Call Probability 1.00 0.96 1.00 1.00 0.93 Max Out Probability 1.00 1.00 0.76 0.20 0.67 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 358 450 97 279 65 332 600 164 82 457 456 Adjusted Saturation Flow Rate ( s ), veh/h/In 1830 1447 1668 1800 1522 1570 1741 1472 1711 1811 1805 Queue Service Time ( g S ), s 10.0 28.0 5.1 6.9 3.4 13.9 8.6 6.5 3.3 20.5 20.6 Cycle Queue Clearance Time ( g � ), s 10.0 28.0 5.1 6.9 3.4 13.9 8.6 6.5 3.3 20.5 20.6 Green Ratio (g/C) 0.23 0.37 0.31 0.32 0.36 0.57 0.51 0.57 0.45 0.41 0.41 Capacity ( c ), veh/h 854 537 300 1152 550 407 1773 834 456 748 745 Volume -to -Capacity Ratio (X) 0.419 0.838 0.323 0.243 0.119 0.815 0.338 0.197 0.179 0.611 0.611 Back of Queue ( Q ), ft/In ( 95 th percentile) 209 539 100 141 60 270 147 106 62 339 324 Back of Queue ( Q ), veh/In ( 95 th percentile) 8.0 19.5 3.7 5.4 2.3 9.5 5.4 3.9 2.4 12.9 13.0 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.49 0.00 0.81 0.92 0.00 0.71 0.62 0.00 0.00 Uniform Delay ( d i ), s/veh 39.1 34.4 31.2 30.1 25.6 19.6 10.8 12.7 18.7 20.4 20.6 Incremental Delay ( d 2 ), s/veh 1.5 14.4 0.6 0.5 0.4 8.7 0.5 0.5 0.2 3.7 3.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 40.6 31.8 30.6 26.0 28.3 11.3 13.2 18.9 24.2 24.3 Level of Service (LOS) D C C C C B B B C C Approach Delay, s/veh / LOS 30.2 C 16.8 B 23.8 C Intersection Delay, s/veh / LOS 7. Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.45 B 2.29 B 2.42 B 2.28 B Bicycle LOS Score / LOS 1.15 A 0.85 A 1.39 A 1.31 A �I 1 .� l"l Page 379 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.92 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year EXISTING 2025 ��������S ��������S ��������S ������0 �������25 �������6�������21-B ��L �������62 Analysis Period 1 > 7:00 ' ', °°���� ,c ntorsection @ B U E F it e Name 2 U AM .xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 329 414 89 257 60 305 552 151 75 832 8 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... '� C cle s 120.0 Reference Phase y���� illillil illilliiOffset, 2 �, IIIIII iiiI.'lM L.... �� � 1 ��� . s 0 Reference Point Beg i n iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Green 5.0 8.1 49.5 6.9 28.0 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� U n co o rd i n ate d N o S i m u l t. G a E/W O n 11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII llillillillillillillillillillilliillillilliil lll111111111111111111111illillilillillillill illillilliillillillillillillilliillillillill llillillillilillillillillillillillilliillilli lillillilliillillillillillillilliillillillil �������F �����o ��F p ��������N ���js 'l""I'll",S rce Mode i xe d i m u It G a p O n Red 0.0 0.0 1.5 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.961 0.899 0.922 0.945 0.945 0.867 0.914 0.914 0.945 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 1.000 1.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.000 0.847 0.997 0.997 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 0 3752 1447 1668 3600 1522 1570 3481 1472 1711 3582 34 Proportion of Vehicles Arriving on Green (P) 0.00 0.23 0.23 0.06 0.32 0.32 0.14 0.68 0.51 0.04 0.55 0.41 Incremental Delay Factor (k) 0.50 0.50 0.11 0.50 0.50 0.25 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.23 0.31 0.32 0.57 0.51 0.45 0.41 Permitted Saturation Flow Rate (sp), veh/h/In 1117 959 0 539 0 786 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 0.0 30.0 0.0 51.6 0.0 49.6 0.0 Permitted Service Time (gu), s 0.0 18.0 0.0 29.0 0.0 49.6 0.0 Permitted Queue Service Time (gps), s 1.3 29.0 0.0 Time to First Blockage (gf), s 28.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 1447 1522 1472 Protected Right Effective Green Time (gR), s 16.6 5.0 6.9 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.143 0.000 0.133 0.000 0.107 0.000 0.121 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 466.61 35.27 639.92 27.75 1018.66 14.45 825.80 20.68 Bicycle Fw / F� -3.64 0.67 -3.64 0.36 -3.64 0.90 -3.64 0.82 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst M KP Analysis Date Apr 20, 2025 Area Type Other Jurisdiction IDOT Time Period AM PHF 0.92 Urban Street I L RTE 62 ALGONQU I N ... Analysis Year EXISTING 2025 Analysis Period 1 > 7:00 Intersection IL 62 @ BUSSE File Name 2025 62-BUS AM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand (v ), veh/h 329 414 89 257 60 305 552 151 Signal Information C cle, s 120.0 y Reference Phase 2 11111111, � �� 1, II�I9 11 II I• 11 ���„ 1„ � "" " 1 Offset, s 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliill lillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliilli Reference Point ll llilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli Begin iillillillillillillilliillilli lillillillilliilillillilliillillillillillillilliil Green 5.0 8.1 49.5 6.9 28.0 0.0 Uncoordinated No ������F����orce Simult. Gap E/W ����S ������N/S On Yellow 3.5 3.5 4.5 3.5 4.5 0.0 ModeFixed i m u It Ga p �°n Red 0.0 0. 0 1.5 0.0 1.5 0.0 I SB L T 75 832 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/In ( 95 th percentile) 209 539 100 141 60 270 147 106 62 339 324 Back of Queue ( Q ), veh/In ( 95 th percentile) 8.0 19.5 3.7 5.4 2.3 9.5 5.4 3.9 2.4 12.9 13.0 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.49 0.00 0.81 0.92 0.00 0.71 0.62 0.00 0.00 Control Delay ( d ), s/veh 40.6 31.8 30.6 26.0 28.3 11.3 13.2 18.9 24.2 24.3 Level of Service (LOS) D C C C C B B B C C Approach Delay, s/veh / LOS 30.2 C 16.8 B 23.8 C Intersection Delay, s/veh / LOS 13 12.9 2.4 24.3 24.2 18.9 8 Q 40.6 19.E 48.9 28.3 11.3 13.2 1...� ,") 3.9 � Il...O IG,� 5.4 I...� 113 (11 9.5 IL..G:�S I":m� I...�: � IGm 26.0 2.3 30.6 5.4 31.8 3.7 � Queue Storage Ratio < 1 Queue Storage Ratio > 1 Page 381 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- IIII I, III ��I����� I III I �. I �� II I II i�� q � �� it ill �� W W ''ll !���'�IIV� �� �,I ��������� i � .w ��� i � � y u � �������� III i I u l I I i i i i i � I I ulll I ulll i i u I I I I I I � I � I P P,� II �� � �� � IIIII�� I� IIIII �� I,� I�� �� � ����� II I��� � I �� � I� � � �I ���I�� I� I iiii�� IIIII � �... � IIIII I„IIIII �� � iiii IIIII II � � � �� II � II� � II� �� � � � � ���I�� � � ��� .� ��� � � �w� � � iiii i�� � � � � � ,�IIII� � � ° � �w� ���� IIIII 11114°° IIIII Illlf'! ��� � � � IIII IIIII iiiir� i� � u I � IIIII IIII '� IIIIII I� IIIII II i III ��� � IIIII � � � � � IIIII iiii� � IIIII iiii � � �° ����� IIIII IIIII ����� 2025 IIII 2 B' 1.1 S t�,,i.�Ip�'� Page 382 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year N B 2032 ������0 �������3������2 ������6�������21-B Analysis Period ���������S 1 > 7:00 ' k, °°���� ,c ntorsection @ B U E F it e Name 2 N B U AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 338 426 95 271 64 312 565 155 85 852 8 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information °'11111 C cle s 120.0 Reference Phase 2 y 1 . Offset, s 0 Reference Point Begin iiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillilli illilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillill ll llillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillililli lillillillillillilliillillillillillillilliillillilillillillillillilillillill lillillillillillilliillillilillillillillillili lillillilliillillillillillilli illilillillillillilliillillilliillilillillilillilli U n co o rd i n ate d N o S i m u l t. G a E/W O n p . ".. � 11? Green 5.4 7.5 49.7 7.1 27.8 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� ""Ill""I'll""I'll",Ill""I'll" I'll",llIll""I'll""I'll",Ill""I'lIll" lliillillilillillillillillillillillillillill llillillillillillillillillillilliillillillill llillilliillillillillillillillilliillillillil illilillillillillillillillillilliillillillill Force Mode Fixed Simult Ga Njs Oln p Red 0.0 0.0 1.5 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 338 426 95 271 64 312 565 155 85 852 8 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 5 13 10 7 7 17 11 11 7 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 75 205 0 75 295 0 150 100 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 30.0 14.4 44.4 26.4 62.4 13.2 49.2 Yellow Change Interval (Y), s 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 15 3 15 3 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 7.0 3.0 7.0 3.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry Yes No Yes No Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� � ,����� �� ���� ����� ��� � �� ������� ��I� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIIII � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� II 1 I o IIIII � ��� � � i��� I���� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � � � IIIII IIIII �������� ����������� �������� � IIII�1111IIIIIIIII."'1I�1��11111I �,1111111111"�!'�1111 ��������� U�'11111�1"�� ,�iiIII�����I����IIII ������������������������������ Page 383 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ��� ��"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year N B 2032 ������0 �������3������2 ������6�������21-B Analysis Period ���������S 1 > 7:00 ' ., °° ,c ntorsection @ B U E F it e Name 2 N B U AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 338 426 95 271 64 312 565 155 85 852 8 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... °'11111 C cle s 120.0 Reference Phase 2 Y r 1 . � . 11? ".. Offset, s 0 Reference Point Begin iiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillilli illilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillill ll llillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillililli lillillillillillilliillillillillillillilliillillilillillillillillilillillill lillillillillillilliillillilillillillillillili lillillilliillillillillillilli illilillillillillilliillillilliillilillillilillilli U n co o rd i n ate d N o S i m u l t. G a E/W O n p Green 5.4 7.5 49.7 7.1 27.8 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� ""Ill""I'll""I'll",Ill""I'll" I'll",llIll""I'll""I'll",Ill""I'lIll" lliillillilillillillillillillillillillillill llillillillillillillillillillilliillillillill llillilliillillillillillillillilliillillillil illilillillillillillillillillilliillillillill Force Mode Fixed Simult Ga Njs Oln p Red 0.0 0.0 1.5 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 3 8 5 2 1 6 Case Number 7.3 1.0 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 33.8 10.6 44.4 19.9 66.7 8.9 55.7 Change Period, ( Y+R � ), s 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 9.9 4.0 9.9 4.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 29.8 7.3 9.0 15.7 5.6 Green Extension Time ( g e ), s 0.0 0.1 22.8 0.7 0.0 0.1 0.0 Phase Call Probability 1.00 0.96 1.00 1.00 0.95 Max Out Probability 1.00 1.00 0.76 0.18 0.93 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 356 448 100 285 67 328 595 163 89 453 452 Adjusted Saturation Flow Rate ( s ), veh/h/In 1830 1447 1668 1800 1522 1570 1741 1472 1711 1811 1805 Queue Service Time ( g S ), s 9.9 27.8 5.3 7.0 3.5 13.7 8.6 6.5 3.6 20.2 20.3 Cycle Queue Clearance Time ( g � ), s 9.9 27.8 5.3 7.0 3.5 13.7 8.6 6.5 3.6 20.2 20.3 Green Ratio (g/C) 0.23 0.37 0.31 0.32 0.36 0.57 0.51 0.57 0.46 0.41 0.41 Capacity ( c ), veh/h 847 533 302 1152 555 408 1762 832 464 750 748 Volume -to -Capacity Ratio (X) 0.420 0.842 0.332 0.248 0.121 0.805 0.337 0.196 0.193 0.604 0.604 Back of Queue ( Q ), ft/In ( 95 th percentile) 208 542 103 145 62 265 148 106 68 333 319 Back of Queue ( Q ), veh/In ( 95 th percentile) 8.0 19.6 3.8 5.5 2.4 9.3 5.4 3.9 2.6 12.7 12.8 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.50 0.00 0.83 0.90 0.00 0.71 0.68 0.00 0.00 Uniform Delay ( d i ), s/veh 39.2 34.7 31.3 30.1 25.3 19.3 11.0 12.7 18.5 20.2 20.4 Incremental Delay ( d 2 ), s/veh 1.5 14.9 0.6 0.5 0.4 8.0 0.5 0.5 0.2 3.6 3.6 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 40.8 31.9 30.7 25.8 27.3 11.6 13.3 18.7 23.8 24.0 Level of Service (LOS) D C C C C B B B C C Approach Delay, s/veh / LOS 30.2 C 16.6 B 23.4 C Intersection Delay, s/veh / LOS 7. Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.45 B 2.29 B 2.42 B 2.28 B Bicycle LOS Score / LOS 1.15 A 0.86 A 1.38 A 1.31 A �w �I P 1 II ������ 0, ��� �������� � ������iii� �������IIIIII'���',����I 6���1111,�111�1111111� ������������u ������� ,�������������������� ����� ��������������� ������� ���� Page 384 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year N B 2032 ��������S ��������S ������0 �������3������2 ���������S ������6�������21-B ��L �������62 Analysis Period 1 > 7:00 ' k, °°���� ,c ntorsection @ B U E F it e Name 2 N B U AM .xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 338 426 95 271 64 312 565 155 85 852 8 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1, C cle s 120.0 Reference Phase y���IIIIII 2 �, iiiIl'lM L.... � 1 ���. 1 . � .Tr 11 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill lillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliill llillillilliillillillillillill lliillillillillillillillillillillilliillillillilli Green 5.4 7.5 49.7 7.1 27.8 0.0 U n co o rd i n ate d N o S i m u l t. G a E/W O n l""Ill""I'll""I'll",Ill""I'll "I'll",lIll""I'll""I'll",Ill""I'llI 111111111111lillillillillillillillillillilli llillillillilliillillillillillillillilillill illiillillillillilliillillillillillilliillill illiillillillillilliillillillillillilliillill llillillillilliillillillillillillilliillillil �����������������������F�������o ����������������������M�������o ����d�������e ���������������������F ����d����������������� �������������������S p Yello 3.5 3.5 4.5 3.5 4.5 0.0 ��������������G���a �������������������N�����j���������s����� ���������������Oln rce i xe i m u����l�����t p Red 0.0 0.0 1.5 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.961 0.899 0.922 0.945 0.945 0.867 0.914 0.914 0.945 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 1.000 1.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.000 0.847 0.997 0.997 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 0 3752 1447 1668 3600 1522 1570 3481 1472 1711 3582 34 Proportion of Vehicles Arriving on Green (P) 0.00 0.23 0.23 0.06 0.32 0.32 0.14 0.67 0.51 0.04 0.55 0.41 Incremental Delay Factor (k) 0.50 0.50 0.11 0.50 0.50 0.24 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.23 0.31 0.32 0.57 0.51 0.46 0.41 Permitted Saturation Flow Rate (sp), veh/h/In 1111 960 0 543 0 790 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 0.0 29.8 0.0 51.7 0.0 49.7 0.0 Permitted Service Time (gu), s 0.0 17.8 0.0 29.5 0.0 49.7 0.0 Permitted Queue Service Time (gps), s 1.4 29.5 0.0 Time to First Blockage (gf), s 27.8 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 1447 1522 1472 Protected Right Effective Green Time (gR), s 16.4 5.4 7.1 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.143 0.000 0.133 0.000 0.108 0.000 0.121 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 463.17 35.43 639.93 27.75 1012.34 14.63 828.51 20.59 Bicycle Fw / F� -3.64 0.66 -3.64 0.37 -3.64 0.90 -3.64 0.82 aae o HICS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillilililI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliililI Duration, h 0.250 Analyst iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilI MKP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilI Urban Street I L RTE 62 ALGONQU IN ... Analysis Year NB 2032 Period > 7:00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliIFIII1:11111illillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillilli'll�Ill""I'll"Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""IllilliilillillilliillillillillillillilI Intersection iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliilillilI IL 62 @ BUSSE He Nam( iiiiiiiiiiiiiiiiiiiiiilliillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillI 032 NB 62-BUS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillI IIIIIIIIIIIIIIIIIIIIIIIIIIIIAnalysis 111111111111������11111111 "I'l""I'll""I'llIll""I'll""I'll",Ill""I'll"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill'"'I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll'I AM.xus Project Description ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� ICLOUD HQ "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll,���������������'ll""I'll""I'll",'ll'"'I'll""I'll"'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll,'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll'I Demand Information EB WB NB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliI Approach Movement L T R L 1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll1111111111IIIIIIIIIIIIIIIIIIIIIIilillilI T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillI R iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI L iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillI T R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliilillilI Demand ( v), veh/h iiiiiiiiiiiiiiiiiiiiiillillillilililililill1111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillillillilillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 338 426 I iiiiiiiiiiiiiiiiiiiiiillillillillilI liiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillilllI 1 iiiiiiiiiiiiiiiiiiiiiillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillilillilI 6 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillilI 312 III iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI 565 1111111111111111111111111111 III iiiiiiiiiiiiiiiiiiiiiillillillillillillilliililI 155 ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������illilli������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� Signal Information "I'l""I'll""I'll'll""I'll""I'll",'ll""I'l'll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,"'I iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillilI 1111 1111 1111111111111111 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ---!:-� ........ , "A ������������������������������������� ���������������������������� ��������������������������������������� i ................................................................................................................................................................................................ MOO" -----1A30L1" �� �� ,,,��� """""""""'III""', ���������������� ����������� ������������������ �� ����������������������������� �������������������������������������������������������������������������������������������l���������������������������������������������������������������������������������������� 11 .......................................................................................................................................................................................... I tm Cycle, s 120.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillill�illillillillillillilliillillilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillilllllll������ Reference Phase 2 I 111111111��d ��q�;� ... �� i�� 111 , 111j, ���% III .... .. III A ����, "I'll,,,;, I '�.Tr � � ..... . 11111 ��k�111111111111111 ������������i ..... 1, I ���� 111,1 "" I 11, � Offset, s 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillilillilI Reference Point B e g i n �ll,���ll,���ll,���ll,��'ll""I'll""I'll",'ll""I'll""I'll",'ll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,'ll""I'll"I Green � ............................................................................................................................. � 5.4 111 ��� 11? "I'll ......... � ......... ...................................................................................... 49.7 7.1 27.8 .5 "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll""I'll""I'll'll""I'll""I'll",'ll'I ........... .... 1111 ........................................................................................................................... I "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'lll,'ll""I'll""I'll",'ll""I'll""I'll",I "I'l""I'll""I'll'll""I'll'll""I'll""I'll",'ll""I'll""I'll",,,'ll""I'll""I'll",'ll""I'l'll""I'll'I 0.0 Uncoordinated N o iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillill�illillillillillillilliillillillillillillilliillillilillillilliillillillillillillilliillillillillillillilliillillilillillill�illillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilli111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111 Simult. Gap E/W On 111111111111� "I'l""I'll""I'llIll""I'll""I'll",Ill""I'll""I'll",Ill",Ill""Ill""I'll""I'll",Ill""I'll""I'll"I Yellow "I'l""I'll""I'llIll""I'll,Ill""I'll""I'll",Ill""I'll""I'll",lIll""I'll""I'll",Ill""I'llIll""I'll""I'll",1111111111111111111111lIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIIillillillillillillillilillillillilI 3.5 IIIIIIIIIIIIIIIIIIIIIillillilillIllIllIll1lIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIII 1111111111111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillililllllllllllll111111IIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillililI 3.5 4.5 3.5 4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliI 0.0 I , , " ) h?, Force Mode ������ Fixed ������ Simult. Gap N/S � On :q� �= uuuuuuuuuuuuuuuumuuumum 1.5 "I "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",ll,'ll""I'l'll""I'll""I'll",'ll""I'll""I'll",lI i'll", .... 9""""":"""","9"""""""�'���'��'���'���'��'���'��'���'���'��'���""""""",M,,I ummom. �01=��[mom. �0 "I'l""I'll""I'll'll""I'l'll""I'll""I'll",'ll""I'll""I'll",ll,'ll""I'll""I'll",'ll""I"ll""I'll""I "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'l'll""I'll""I"ll""I'll""I'll",'ll""I'll""I'll",lI �� � I 1151 Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI Intersection Delay, s/veh / LOS SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillI L T 11111111111111 11111111111111 11111111111111 11111111111111 111111111111111 1 8 1111111 5 iiiiiiiiiiiiiiiiiiiiiillillillillillill� ������ 1111111111111111111111111111111 8 1111111 5 111111 2 1 E B WB N B S B iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillI iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI R L iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI T R iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilI L T iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillilillillillilI L iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillililI T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillI R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillI iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillilI 208 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillililI 542 103 145 62 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillilI 265 148 106 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillI 68 333 319 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillI iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililI 8.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillilliillillillillillillilliillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillilI 19.6 3.8 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI 5.5 2.4 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI 9.3 5.4 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 3.9 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 2.6 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 12.7 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 12.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillI iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililI 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillilliillillillillillillilliillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 7.22 0.50 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI 0.00 0.83 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI 0.90 0.00 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 0.71 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 0.68 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillI iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililI 40.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillilliillillillillillillilliillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI 49.6 31.9 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI 30.7 25.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI 27.3 11.6 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI 13.3 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI 18.7 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI 23.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI 24.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillI iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililI D iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillilliillillillillillillilliillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI D C iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillI C C iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillillilI C B iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillillI B iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI B iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillilI C iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI C IIIIIIIIIIIIIIIIIIIII111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliI iiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillillilillI 45.7 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillililillillillillillillillillillillillillilliillilI 1111 O.; D A- 11,111,111,111,111,11ilill,ilililililililililill,ilill������illillillillillillillillillillillillilliilillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillI � C iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillill�������illillillillilliillillillillillillilliillillillillillI 16.6 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillillillillI B iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillillilllI 23.4 IIIIIIIIIIIIIIIIIIIIIilililililililililililililililililill������illillilillillillillillillillillilliillillillillillillilI � iiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillI C iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliililllllllllllllllllllIIIIIIIIIIIIIIIIIIIIII111111111111illillillillilill1illiillillillillillillilliillillillillillillilliillilliilillillillillI 27.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillilljlIIIIIIIIIIIIIIIIIIIIII1111111IlI 11111111111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillillillillillillillillilliilillillillillillillillilliillillillillillillilliillilliillillillillillillilliilillillillillillillillilliillillillillillillilliillilliillillillillillillilliilillillillillillillillilliillillillillillillilliI � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,illillillillillillilliillillill1111l�������������11,111,111,111,111,11,11,1111111111 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillilillillilI C iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillililllIII iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillilllI 12.8 12.7 2.6 1 1 i 24.0 23.8 18.7 8 1 40.8 19. 49.6 27.3 11.6 13.3 � L 0,") A I I T 3.9 � L OS �B 5. � I 0113 (11 9.3 I 0S [) L OS �E � L 0 S �F 25.8 1111� 2.4 30.7 1111&� 5.5 31.9 1115� 3.8 Queue MMMM Delay � Queue Storage Ratio < 1 === Queue Storage Ratio > 1 Page 386 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- III �I� � I� ��I ,III, I � I�� � �I � ... I �� I �� �� �� I� �� I � � � � � I� I III � I � I I I � u u � i I i i ... � i W iu I III I uVl���� I 9 II I II � V � II II '� �� � I I I � I �� � �� � IIIII�� I IIIII �� I � I�� �� � ����� �II � I���. � I �� � ����II � IIII IIII��„� IIIII � �... IIIII I„I IIIII �� � IIIII IIIII III � IIIII I, � IIIII IIIII � Illlr� I� �� „u ,�II �� IIIII II�.IIII II � IIIIII I� IIIII II� I�� � � � III ��� �� IIIII � ��� � � � ��� � � IIIII ��� IIIII � IIIII � � IIIII �w� 2032 6"IIllsm B, U S Page 387 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ��� ��"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ' ., °°���� ,c Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS AM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 375 426 107 302 64 312 565 170 85 852 8 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information °'11111 C cle s 120.0 Reference Phase 2 y r 1 . � . 11? ".. Offset, s 0 Reference Point Begin iiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillilli illilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillil ll llillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillill lillillillillillilliillillillillillillilliillillillillillillilliillillillill lillillillillillilliillillillillillillilliilli lillillilliillillillillillilli liillillillillillilliillillilliillillillilllillilli U n co o rd i n ate d N o S i m u l t. G a E/W O n p Green 5.4 7.5 49.7 7.9 27.0 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� ""Ill""I'll""I'll",Ill""I'll" I'll",llIll""I'll""I'll",Ill""I'lIll" lliillillilillillillillillillillillillillill llillillillillillillillillillilliillillillill llillilliillillillillillillillilliillillillil illilillillillillillillillillilliillillillill Force Mode Fixed Simult Ga Njs Oln p Red 0.0 0.0 1.5 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 375 426 107 302 64 312 565 170 85 852 8 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 5 13 10 7 7 17 11 11 7 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 75 205 0 75 295 0 150 100 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 30.0 14.4 44.4 26.4 62.4 13.2 49.2 Yellow Change Interval (Y), s 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 15 3 15 3 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 7.0 3.0 7.0 3.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry Yes No Yes No Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 y i l � � � ��� IIIII ����� �� ���� ����� ��� � � � ����� � � i���l IIIII IIIII �� � ������ � ,��� �� IIIII IIIII ���.���� IIIII � IIIII ���.�� � � � � ��� � � � ����� 1" IIIII � � i ����� � � ����� � ����� � � ���� � � � � � ������ � ����� � �� � � ���� ����� ����� � � ����� � � ,����� � ��� � � IIIII IIII ���,� ���� �� ����,������� ���� �,��� �� IIIIIIIIII ��I����,���� nIIIV������� 0 3 ell �������� �.....��...... i 1 �.....��...... 6' eIIIV������� °° ���'����'�°�� �I�u "iiS ,,,l �, � um .u�li i ,�ii� Page 388 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ��� ��"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ' ., °°���� ,c Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS AM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 375 426 107 302 64 312 565 170 85 852 8 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... °'11111 C cle s 120.0 Reference Phase 2 Y r 1 . � . 11? ".. Offset, s 0 Reference Point Begin iiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillilli illilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillil ll llillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillill lillillillillillilliillillillillillillilliillillillillillillilliillillillill lillillillillillilliillillillillillillilliilli lillillilliillillillillillilli liillillillillillilliillillilliillillillilllillilli U n co o rd i n ate d N o S i m u l t. G a E/W O n p Green 5.4 7.5 49.7 7.9 27.0 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� ""Ill""I'll""I'll",Ill""I'll" I'll",llIll""I'll""I'll",Ill""I'lIll" lliillillilillillillillillillillillillillill llillillillillillillillillillilliillillillill llillilliillillillillillillillilliillillillil illilillillillillillillillillilliillillillill Force Mode Fixed Simult Ga Njs Oln p Red 0.0 0.0 1.5 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 3 8 5 2 1 6 Case Number 7.3 1.0 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 33.0 11.4 44.4 19.9 66.7 8.9 55.7 Change Period, ( Y+R � ), s 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 10.0 4.0 10.0 4.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 29.0 8.0 9.9 15.7 5.6 Green Extension Time ( g e ), s 0.0 0.1 23.2 0.7 0.0 0.1 0.0 Phase Call Probability 1.00 0.98 1.00 1.00 0.95 Max Out Probability 1.00 1.00 0.81 0.18 0.93 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 395 448 113 318 67 328 595 179 89 453 452 Adjusted Saturation Flow Rate ( s ), veh/h/In 1830 1447 1668 1800 1522 1570 1741 1472 1711 1811 1805 Queue Service Time ( g S ), s 11.2 27.0 6.0 7.9 3.5 13.7 8.6 7.1 3.6 20.2 20.3 Cycle Queue Clearance Time ( g � ), s 11.2 27.0 6.0 7.9 3.5 13.7 8.6 7.1 3.6 20.2 20.3 Green Ratio (g/C) 0.23 0.36 0.31 0.32 0.36 0.57 0.51 0.57 0.46 0.41 0.41 Capacity ( c ), veh/h 823 523 291 1152 555 408 1762 842 464 750 748 Volume -to -Capacity Ratio (X) 0.479 0.857 0.387 0.276 0.121 0.805 0.338 0.213 0.193 0.604 0.604 Back of Queue ( Q ), ft/In ( 95 th percentile) 231 552 118 163 62 265 148 115 68 334 319 Back of Queue ( Q ), veh/In ( 95 th percentile) 8.9 20.0 4.4 6.2 2.4 9.3 5.4 4.2 2.6 12.7 12.8 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.57 0.00 0.83 0.90 0.00 0.77 0.68 0.00 0.00 Uniform Delay ( d i ), s/veh 40.4 35.4 31.7 30.4 25.3 19.3 11.0 12.5 18.5 20.2 20.4 Incremental Delay ( d 2 ), s/veh 2.0 16.4 0.8 0.6 0.4 8.0 0.5 0.6 0.2 3.6 3.6 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 42.4 . 32.5 31.0 25.8 27.3 11.6 13.1 18.7 23.8 24.0 Level of Service (LOS) D C C C C B B B C C Approach Delay, s/veh / LOS 30.7 C 16.5 B 23.4 C Intersection Delay, s/veh / LOS . Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.45 B 2.29 B 2.42 B 2.28 B Bicycle LOS Score / LOS 1.18 A 0.90 A 1.40 A 1.31 A �I ��� � ��.��I ��II � �I II � III �I � 1 III � �� �� � I �� �� ���� �...� �...� . I I �.� ���� ���� � I i 1 11 II II ���� ���� ���� � �� ����u , 0i ���°" ���u��1° � � � � ���uiil� 111111111 � I IIIII;I°� iiil!''1'�,� :11( I I s Page 389 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period AM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ' k, °°���� ,c Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS AM.xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 375 426 107 302 64 312 565 170 85 852 8 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1, '� C cle s 120.0 Reference Phase y 2 �, � 1 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill Green 5.4 7.5 49.7 7.9 27.0 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� U n co o rd i n ate d N o S i m u l t. G a E/W O n illiillillillillillillilliillillillill lllllllllllIIIIIIIIIIIIIIIIIIIIII1111111 llllllllllllllillillillillillillilliillillil lillillillillillillillillillilliillillillill lillilliillillillillillillillilliillillillill llillillilliillillillillillillilliillillillil illillillilillillillillillillilliillillililli p Force Mode Fixed Simult Ga Njs p Oln Red 0.0 0.0 1.5 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.961 0.899 0.922 0.945 0.945 0.867 0.914 0.914 0.945 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 1.000 1.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.000 0.847 0.997 0.997 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 0 3752 1447 1668 3600 1522 1570 3481 1472 1711 3582 34 Proportion of Vehicles Arriving on Green (P) 0.00 0.22 0.22 0.07 0.32 0.32 0.14 0.67 0.51 0.04 0.55 0.41 Incremental Delay Factor (k) 0.50 0.50 0.11 0.50 0.50 0.24 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.23 0.31 0.32 0.57 0.51 0.46 0.41 Permitted Saturation Flow Rate (sp), veh/h/In 1079 927 0 543 0 790 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 0.0 29.0 0.0 51.7 0.0 49.7 0.0 Permitted Service Time (gu), s 0.0 15.7 0.0 29.5 0.0 49.7 0.0 Permitted Queue Service Time (gps), s 1.8 29.5 0.0 Time to First Blockage (gf), s 27.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 1447 1522 1472 Protected Right Effective Green Time (gR), s 16.4 5.4 7.9 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.144 0.000 0.133 0.000 0.108 0.000 0.121 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 450.00 36.04 639.94 27.75 1012.32 14.63 828.49 20.59 Bicycle Fw / F� -3. 64 0.70 -3. 64 0.41 -3. 64 0.91 -3. 64 0.82 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information Agency GHA Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other Jurisdiction IDOT Time Period AM PHF 0.95 Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS AM.xus Project Description CLOUD HQ Demand Information EB WB NB Approach Movement L T R L T R L T R Demand ( v ), veh/h 375 426 107 302 64 312 565 170 Signal Information C cle, s 120.0 y Reference Phase 2 11111111, � �� 1, II�I9 11 II I• 11 ���„ 1„ � "" 1 " Offset, s 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliill lillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliilli Reference Point ll llilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli Begin iillillillillillillilliillilli lillillillilliilillillilliillillillillillillilliil Green 5.4 7.5 49.7 7.9 27.0 0.0 Uncoordinated No ������F����orce Simult. Gap E/W ����S ������N/S On Yellow 3.5 3.5 4.5 3.5 4.5 0.0 ModeFixed i m u It Ga p �°n Red 0.0 0. 0 1.5 0.0 1.5 0.0 I SB L T 85 852 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/In ( 95 th percentile) 231 552 118 163 62 265 148 115 68 334 319 Back of Queue ( Q ), veh/In ( 95 th percentile) 8.9 20.0 4.4 6.2 2.4 9.3 5.4 4.2 2.6 12.7 12.8 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.57 0.00 0.83 0.90 0.00 0.77 0.68 0.00 0.00 Control Delay ( d ), s/veh 42.4 . 32.5 31.0 25.8 27.3 11.6 13.1 18.7 23.8 24.0 Level of Service (LOS) D C C C C B B B C C Approach Delay, s/veh / LOS 30.7 C 16.5 B 23.4 C Intersection Delay, s/veh / LOS .1 12.8 12.7 2.6 24.0 23.8 18.7 8.9 Q 42.4 20 51.9 27.3 11.6 13.1 1...� ,") 4.2 � Il...O IG,� 5.4 I...� 113 (11 9.3 IL..G:�S I":m� I...�: � IGm 25.8 2.4 31.0 6.2 32.5 4.4 � Queue Storage Ratio < 1 Queue Storage Ratio > 1 Page 391 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- liIII� I�I � I I �f�� II� � �III � � I�.II.I�� II� �lI0� lII I � W I IIIII I III�I u I� 11114°°°� IIII 2032 1 1������ ��o�,�llll� ell���� u° I�uu Ilu�u el01i� � um .ull��, iWY it Page 392 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year EXISTING 2025 ��������S ������0 �������25 �������6�������21-B Analysis Period 1 > 7:00 ' ., °°���� ,c ntorsection @ B U E F it e Name 2 U P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 397 396 191 489 121 464 950 157 102 646 34 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information � 51 C cle s 130.0 Reference Phase 2 y �, � r . Offset s 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillill lillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillillillillillill llillillillillillilliillillillillillillillilli llillillilliillillillillillill llillillillilliillillillillillillilliillillillillil Uncoordinated No Simult. Ga E/W On p � 11? Green 7.5 17.6 35.1 13.1 34.3 0.0 ��������w ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� Force Mode Fixed'�,������ Simult Ga Njs Oln p Red 0.0 0.0 1.5 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 397 396 191 489 121 464 950 157 102 646 34 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 4 4 6 3 2 2 1 10 1 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 75 205 0 75 295 0 150 100 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 31.2 26.0 57.2 37.7 57.2 15.6 35.1 Yellow Change Interval (Y), s 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 15 3 15 3 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 7.0 3.0 7.0 3.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry Yes No Yes No Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � ���� � � � IIIII IIIII ����� 0 ���� 51i �3 �����,,,,,ill ° ,� I� S IIIII°��wIIII iii ����iiiii�� l IS Page 393 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year EXISTING 2025 Analysis ��������S ������0 �������25 �������6�������21-B Period 1 > 7:00 ' ', °°���� ,c ntorsection @ B U E F it e Name 2 U P M .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 397 396 191 489 121 464 950 157 102 646 34 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... � 51 C cle s 130.0 Reference Phase 2 Y �, � r . � 11? Offset s 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillill lillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillillillillillill llillillillillillilliillillillillillillillilli llillillilliillillillillillill llillillillilliillillillillillillilliillillillillil Uncoordinated No Simult. Ga E/W On �����������������������F�������o ����������������������M�������o ����d�������e ���������������������F ����d����������������� �������������������S p ��������������G���a �������������������N�����j���������s����� ���������������Oln Green 7.5 17.6 35.1 13.1 34.3 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� ��������w rce i xe i m u����l�����t p Red 0.0 0.0 1.5 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 3 8 5 2 1 6 Case Number 7.3 1.0 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 40.3 16.6 56.8 32.1 62.2 11.0 41.1 Change Period, ( Y+R � ), s 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 10.1 4.0 10.1 4.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 26.5 12.6 14.7 27.6 7.6 Green Extension Time ( g e ), s 7.5 0.4 31.9 1.1 0.0 0.1 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 0.98 Max Out Probability 1.00 0.01 0.86 0.30 0.43 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 418 417 201 515 127 488 1000 165 107 361 355 Adjusted Saturation Flow Rate ( s ), veh/h/In 1845 1560 1725 1859 1585 1781 1889 1485 1795 1811 1779 Queue Service Time ( g S ), s 12.2 24.5 10.6 12.7 6.3 25.6 22.5 7.6 5.6 22.6 22.7 Cycle Queue Clearance Time ( g � ), s 12.2 24.5 10.6 12.7 6.3 25.6 22.5 7.6 5.6 22.6 22.7 Green Ratio (g/C) 0.26 0.48 0.38 0.39 0.45 0.51 0.43 0.53 0.33 0.27 0.27 Capacity ( c ), veh/h 972 753 387 1453 711 518 1634 791 298 490 481 Volume -to -Capacity Ratio (X) 0.430 0.553 0.519 0.354 0.179 0.943 0.612 0.209 0.361 0.737 0.737 Back of Queue ( Q ), ft/In ( 95 th percentile) 245 366 205 244 108 498 343 129 112 418 398 Back of Queue ( Q ), veh/In ( 95 th percentile) 9.5 14.2 7.8 9.5 4.3 19.6 13.6 4.8 4.5 15.9 15.9 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 . 0.00 0.86 . 0.00 0.00 Uniform Delay ( d i ), s/veh 39.8 23.7 29.4 28.0 21.5 28.6 20.4 16.0 31.3 37.5 38.1 Incremental Delay ( d 2 ), s/veh 1.4 2.9 1.1 0.7 0.6 21.9 1.7 0.6 0.7 9.5 9.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 41.2 28.7 22.1 16.6 47.0 47.8 Level of Service (LOS) D C C B D D Approach Delay, s/veh / LOS Intersection Delay, s/veh / LOS Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.45 B 2.28 B 2.43 B 2.30 B Bicycle LOS Score / LOS 1.18 A 1.18 A 1.85 B 1.17 A �I IIII�������� ��IIIII � ,����� ����� � �� � ���� ����� ��� � ����� i�lll IIIII IIIII ��„� ,���'�� IIIII IIIII ���.���� ��IIIII� � IIIII ���. � � � ��� .������� 1 IIIII � � � �� ����� � � ��������������� ����� � � � � � ���� � ������ � ����� ����� ������ ������ � � ����� � � � ���� � IIIII IIIII ������ 0, ������� 5 �' ° 1,,11111111 11.IIIII PS Illlf°°"' II °1111� i ! Page 394 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information 61111' I* iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillillI Agency GHA iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillilI I Duration, h 0.250 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111 �����M11 Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""''iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilI ­101 �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 "I 11�:. ��� UrbanStreet lillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillI L RTE 62 ALGONQU IN ... Analysis Year EXISTING 2025 illllllntorsectionIIIIIIIL IIIIIIIII61IIIIII21 liillillillillllillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillilillllIIII: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111"I'l""I'll21IIIIIIII01IIIIIIIII25 IIIIIIIII6°IIIIIIII21-BUIIIIIIIIIIIIS Analysis Period 1 iiiiiiiiilllllliiiiiiiiiiiiiiiiiiiiiiiiii>iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii7:00iiiiiiiiiiiiiiiiiiiiiiiiiii , ,- °°���� ,c liiiiiiiiiiiiii @ BUliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillilIIIIIIIIIIIISllillillillillIIIIIIIIIIISIE File Name PM.xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"II'l""II'll""II'll'll""II'll""II''ll",'ll""II'll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll",,'ll"�"''ll"�"I'll"�"II' Demand Information lll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll",,'ll"''ll"�"I'll"�"I'll",,'ll"�"I'll"�"I'll' WB �'','ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll NB ",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""II'll""II'll",'ll""'ll""II'll""II'll",'ll"'ll""II'll""II'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",,'ll""''ll""I'll""I'll",,lI SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliilI Approach Movement L T R L T R L T R L T R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillI Demand ( v ), veh/h 397 iiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillilllI 11111111111111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliillilI 396 191 489 950 157 121 4�������������������������� 102 646 34 Signal Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliill� .�������������������� �1 ,������������������� .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ___!:_� III,,,,, , "A ���������������������������������������������64 �� L , �� ��������������������������������������� Cycle, s 130.0 Reference Phase iiiiiiiiiiiiiiiiiiiiiillillillillillilly 2 �, �l����� II��� � I Tr � � �������������I .. ..... ,,, I T2 ,,eI, Irt, �v I �� : III��� 1, I Offset, s 0 Reference Point BeginllllllllllI'll, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Greenl���� ...... ������'ll",�����i��������������� ��������������������������������������!���������������!"���ll,���ll,�!"���,,,���ll,���ll,���ll,���ll,���ll,���,,����������������������������������������������������������������������������������������������������������������������������������� "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'llI "I'l""I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""II IIIIIIIIIIIII 7.5 17.6 35.1 13.1 34.3 0.0 IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3lIII.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll UncoordinatiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilIed No Simult. Gap E/W On IIIIIIIII llillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111 11 ) d#b p I , ''I - I +>IIIIIIIIIIIIIIIIIIIIIIII Force Mode Fixed Simult Ga Njs p Oln Red 0.0 0.0 1.5 0.0I. 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliI Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillI Heavy Vehicles and Grade Factor (fHvg) 1.000 0.969 0.969 0.953 0.977 0.984 0.984 0.992 0.922 0.992 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 ���� 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillilli����111111111111 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillI 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilI Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillilI 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliilillilI 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillilI Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillI Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillilI Left -Turn Adjustment Factor (fLT) 1.000 1.000 0.952 0.000 0.952 0.000 0.952 0.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillI Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.000 0.847 0.982 0.982 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillilI Left -Turn Pedestrian Adjustment Factor (fLpa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillI Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilI DDI Factor (fDDI) 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillilI 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliilillilI 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillilI Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillilI Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 0 3782 1560 1725 3719 1585 1781 3778 1485 1795 3410 179 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillilI Proportion of Vehicles Arriving on Green (P) 0.00 0.26 0.26 0.10 0.39 0.39 0.22 0.58 0.43 0.06 0.36 0.27 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillilI Incremental Delay Factor (k) 0.50 0.50 0.11 0.50 0.50 0.35 0.50 0.50 0.11 0.50 ���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� Signal Timing / Movement Groups ���������������������������������� ������������������������������������ �����I� ������������������������������������������������������� ������������������������������������������������������������������������������������������������������������������ EBL EBT/R ������������������������������������������������������������������������������������������������������������ ������������������������������������������������������� ������������������������������������������������������������ ������������������������������������������������������������������������������������������������������������������������������ WBL WBT/R �������������������������������������������������������������������������������������������������������������������������������� ������������������������������������� NBL ��������������������������������������������������������� ��������������������������������������������������������������������������������������������������� ���l���������������������������� NBT/R ��� ������������������������������������������������������������������������������������������������l�������������������������������������� SBL ���������������������������������������� �����������������l����������������������������0,50 ��������������������������������������������������������������������������������������������������� SBT/R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillI Lost Time (tL) 6.0 3.5 6.0 3.5 6.0 3.5 6.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillI Green Ratio (g/C) 0.26 0.38 0.39 0.51 0.43 0.33 0.27 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillilI Permitted Saturation Flow Rate (sp), veh/h/In 900 938 0 735 0 568 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillI Shared Saturation Flow Rate (ssn), veh/h/In 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillilI Permitted Effective Green Time (gp), s 0.0 36.2 0.0 37.2 0.0 35.2 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilillllllI Permitted Service Time (gu), s 0.0 iiiiiiiiiiiiiiiiiiiiillillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilI 22.0 0.0 12.7 0.0 31.8 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillillI Permitted Queue Service Time (gps), s 3.9 12.7 0.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillilillilI Time to First Blockage (gf), s 34.2 0.0 0.0 0.0 0.0 0.0 0.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilI Queue Service Time Before Blockage (gfs), s iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillillilI Protected Right Saturation Flow(SR), veh/h/In 1560 1585 1485 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillilI Protected Right Effective Green Time (gR), s 28.5 7.5 13.1 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillillilI Multimodal EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillI Pedestrian Fw / Fv 1.710 0.000 1.557 0.000 1.710 0.000 1.557 0.000 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillilI Pedestrian Fs / Fdelay 0.000 0.143 0.000 0.128 0.000 0.122 0.000 0.142 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillI Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillI Bicycle ca / da 526.99 35.26 781.64 24.12 864.58 20.95 539.93 34.64 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillI Bicycle Fw / Fv -3. 64 0.69 -3. 64 0.70 -3. 64 1.36 -3. 64 0.68 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI M KP Analysis Date Apr 20, 2025 Area Type Other Jurisdiction IDOT Time Period PM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI UrbanStreet iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillillill I L RTE 62 ALGONQU IN ... Analysis Year iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillill� EXISTING 2025111� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillillI Analysis PerioiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillilId 1 > 7:00 11111111������1111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilI Intersection1111 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillillillilillillillillilillillillillillillillillilliillillillillillillilliillillillillilillillillillilillillillillillillillillilliillillillillillillilliillillillillilillillillillilillillillillillillillillilliillillillillillillilliillillillillilillillillillilillillillillillillillillilliillillillillillillilliillillillillillI IL 62 @ BUSSE File Name 2025 62-BUS PM.xus Project Description CLOUD HQ Demand Information EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillillilI ApproachMovement L T R L T RillillillillillillilliillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI L T R L T R ilillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillillillI Demand ( v ), veh/h 397 396 191 489 121 464 950iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilill157 102 646 34 �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� "I'll'I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll'I .................................................................................................................................................................................................. Signal Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillilillilI Cycle, s 130.0 Reference Phase 2 Offset s 0 Reference Point Begin iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillilliillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliilGreen 7.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated No Simult. Gap E/W On Yellow 3.5 ForceMoiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillde Fixed Simult. Gap N/S OnIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlRedmmmmmm"I'l""I'll""I'llIll""I'll""I'll",Ill""I'll""I'll",Ill""Ill",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill",Ill",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill",Ill",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill",Ill",Ill""I'll""I'll",������Ill""I'll""I'll",Ill""I'll""I'll",Ill",Ill""I'll""I'll",Ill""Iiiiiiiii'll",'ll""I'll""I'll",'ll",'ll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll",'ll",Ill""Illill",""",0 0 IN-V �. illillillillillillilliillilI .,..11 1 ... ill '�.Tri � 11 1111 I .. °I.. ........ 7 17.E 35.1 34.3 b.O iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillllllI 3.5 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliililI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillilillillillilllllI 4.5 iiiiiiiiiiiiiiiiiiiiiillillilliillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillilillilI 4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillI 0.0 111111111111111111=I 0.0 1111111111111111111=3.5 1.5 0.0 === 1.5 0.0 Movement Group Results EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililI Approach Movement L T R L T R L T R L T R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliililI Back of Queue ( Q ), ft/In ( 95 th percentile) 245 366 205 244 108 498 343 129 112 418 398 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliilililI Back of Queue ( Q ), veh/In ( 95 th percentile) 9.5 14.2 7.8 9.5 4.3 19.6 13.6 4.8 4.5 15.9 15.9 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillI Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 11 4.88 1.00 0.00 1.45 1.69 0.00 0.86 1.12 0.00 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliilililllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillilliIII Control Delay ( d ), s/veh 41.211111111111111111111111� 30.4 28.7 22.1 50.5 22.1 16.6 32.0 47.0 47.8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillilI Levelof Service (LOS) 11111111111111111111126.6 ��1111111111111111111111illillillillillillilliilliillill�������illillilillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliililI Ciiiiiiiiiiiiiiiiiiiiiillilli D D Approach Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIII111111111111 IIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillilID IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111� IIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIII 11111 11111 III 11 11111111111����CIIIII iiiiiiiiiiiiiiiiiiiiiillillilllllllllllI iiiiiiiiiiiiiiiiiiiiiillill IIIB IIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIJI IIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I II II IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 15.9 15.9 4.5 32.0 47.8 47.0 9.5 1Q 41.2 14. M 26.6 50.5 22.1 16.6 1...0,") 4.8 7 0 II...0S Ii::° 13.6 IL..OS IE I...OS IF 19.6 22.1 JIB==== 4.3 28.7 9.5 30.4 7.8 Queue MMMM Delay IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm Queue Storage Ratio < 1 Queue Storage Ratio > 1 Page 396 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- I �I� � I� ��I ,III, I � � �. I�� � �I � ... I �� I �� �� �� I� �� I � � � � � I� I III � I � I � I � I � I I I I � u u � i I i i ... � i W iu I i .� � 'IV. u, W w w I III I uVl���� I ull����� ull����� �,�I 9 II I III V � II II '���� I I I �I �u �� � �� � IIIII�� I IIIII �� I � I�� �� � ����� �II � i���. � I �� � I� � ����II � IIII iiii��� IIIII � �... IIIII I„I IIIII �� � iiii IIIII III � ����� �" � IIIII IIIII � iiiir� i� ��:,u ,�II �� IIIII Il�.iiii '� IIIIII I� IIIII II� i�� � � � III ��� �� IIIII � ��� � � � ��� � � IIIII ��� iiii� � IIIII � � iiii �w� �� iiii i�� �� � �� ����� Elul � Elul � � ,IIIII � � ����� ��� � ���� � � IIIII IIIII 2025 162 B, 1.1 SIIIII IIIII ul�°:liii,�a Page 397 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year N B 2032 Analysis Period 1 > 7:00 ' k, °°���� ,c ntorsection ��L �������62 @ B U ��������S ��������S E F iI e Name 2 ������0 �������3������2 N B ������6�������21-B U ���������S P M .xus Project Description CLOUD HQ ""� � ° "°�����-""''�� ��"I'l""I'll"""�I'll'll""I'll"""I'llll",'ll""I'll"",'ll""I'll"""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll""I'lll'll"�" Demand Information EB �I'll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"""I'll""II'll"'ll"�"I'll""II'll",'ll"""II'll""II'll' WB ��','ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll""'ll""I'lll""I'lll"'ll""I'll"""I'lll",'ll""I'll"""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll"""II'll""II'll",'ll"""II'll"'ll"�"I'll""IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 407 408 205 524 130 475 973 161 104 661 35 .....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................""""""""""""""""""""""""""""""""" Signal Information 11111 C cle s 130.0 Reference Phase 2 y �, � I��� "'II 1 W v Offsets 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillill l IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl1111 it illillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillil llillillillilliillillillillillillilliilillillilliillillillillillillilliillil llillillillilliilillillilliillillillillillilli llilliillillillillillillilliil llillilliillillillillillillilliillillillilliililli U n coo rd i n ate d N o S i m u l t. G a E/W O n �����������������������F�������o ����������������������M�������o ����d�������e ���������������������F ����d����������������� �������������������S p ��������������G���a �������������������N�����j���������s����� ���������������Oln Green 7.8 19.7 32.6 13.9 33.5 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� lliillillillillillillilliillillillilli lillilliillillillillillillilliilillillilliill llillillillillilliillillillillillilliillillil lilliillillillillillillilliillillillillillil illiillilliillillillillillillilliilillillilli illilillillillillillillillillilliillillillill llillillillillillillillillillilliillillilliil rce i xe i m u����l�����t p Red 0.0 0.0 1.5 0.0 1.5 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 407 408 205 524 130 475 973 161 104 661 35 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 4 4 6 3 2 2 1 10 1 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 75 205 0 75 295 0 150 100 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 31.2 26.0 57.2 37.7 57.2 15.6 35.1 Yellow Change Interval (Y), s 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( R�), s 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 15 3 15 3 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 7.0 3.0 7.0 3.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry Yes No Yes No Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � � � ����� � IIIII IIIII �������� � ������� �������� � IIII ��� IIIIIIIIIII'�'�������� ��������� � ����� ��������� I �������I��� IIIII���������o IIII �11111 ��11111��'� 1��'�'� ���� Page 398 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... ��������S ��������S ��L �������62 Analysis Year N B 2032 ������0 �������3������2 ������6�������21-B Analysis Period ���������S 1 > 7:00 ' ., °° ,c ntorsection @ B U E F iI e Name 2 N B U P M .xus Project Description CLOUD HQ ""� � ° "°�����-""''�� ��"I'l""I'll"""�I'll'll""I'll"""I'llll",'ll""I'll"""'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll",'ll"""II'll""II'll",'ll"""II'll",'ll"""I'l Demand Information �l""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll""I'llll,'ll"�"I'll""II'll",'ll"""II'll""II'll' WB ��','ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll""I'll NB ",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll"""I'lll",'ll""I'll"""I'lll",'ll""I'll"",'ll""I'll"""�I'll,'ll""I'll""I'll",'ll"""II'll""II'll",'ll"""II'll",'ll"""II'll""II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 407 408 205 524 130 475 973 161 104 661 35 Signal Information .....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................""""""""""""""""""""""""""""""""" 11111 C cle s 130.0 Reference Phase 2 Y �, � I��� "'II 1 W v Offsets 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillill ii llillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillilliilli llillillillilliillillillillillillilliillillillilliillillillillillillillillil llillillillilliillillillilliillillillillillill iiiiiiiiiiiiiillillillillillil illiilliillillillillillillillillillilllillillillii Uncoordinated No Simult. Ga E/W On �����������������������F�������o ����������������������M�������o ����d�������e ���������������������F ����d����������������� �������������������S p ��������������G���a �������������������N�����j���������s����� ���������������Oln Green 7.8 19.7 32.6 13.9 33.5 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� rce i xe i m u����l�����t p Red 0.0 0.0 1.5 0.0 1.5 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 3 8 5 2 1 6 Case Number 7.3 1.0 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 39.5 17.4 56.9 34.4 61.8 11.3 38.6 Change Period, ( Y+R � ), s 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 10.2 4.0 10.2 4.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 26.9 13.5 15.8 30.2 7.8 Green Extension Time ( g e ), s 6.2 0.4 31.7 0.8 0.0 0.1 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 0.98 Max Out Probability 1.00 0.03 0.89 0.91 0.62 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 428 429 216 552 137 500 1024 169 109 369 363 Adjusted Saturation Flow Rate ( s ), veh/h/In 1845 1560 1725 1859 1585 1781 1889 1485 1795 1811 1779 Queue Service Time ( g S ), s 12.7 24.9 11.5 13.8 6.7 28.2 23.6 7.8 5.8 24.2 24.3 Cycle Queue Clearance Time ( g � ), s 12.7 24.9 11.5 13.8 6.7 28.2 23.6 7.8 5.8 24.2 24.3 Green Ratio (g/C) 0.26 0.50 0.38 0.39 0.45 0.50 0.43 0.54 0.31 0.25 0.25 Capacity ( c ), veh/h 950 772 389 1457 716 526 1622 797 292 455 447 Volume -to -Capacity Ratio (X) 0.451 0.556 0.555 0.379 0.191 0.950 0.631 0.213 0.375 0.811 0.812 Back of Queue ( Q ), ft/In ( 95 th percentile) 253 369 219 260 117 551 358 131 118 460 438 Back of Queue ( Q ), veh/In ( 95 th percentile) 9.8 14.3 8.3 10.2 4.6 21.7 14.2 4.9 4.7 17.6 17.5 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 . 0.00 0.87 . 0.00 0.00 Uniform Delay ( d i ), s/veh 40.5 22.9 29.6 28.2 21.4 31.9 20.9 15.8 32.9 40.4 40.9 Incremental Delay ( d 2 ), s/veh 1.5 2.9 1.2 0.8 0.6 24.7 1.9 0.6 0.8 14.5 14.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 42.1 29.0 22.8 16.4 54.9 55.7 Level of Service (LOS) D C C B D E Approach Delay, s/veh / LOS Intersection Delay, s/veh / LOS . Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.45 B 2.28 B 2.43 B 2.30 B Bicycle LOS Score / LOS 1.20 A 1.23 A 1.88 B 1.18 A � �� �I ��II � � ��I II I 9 � �� �� � I 1 I I I ii 1� ������ 0, ��� �������� � ������iii� �������IIIIII'�I�',����� 6���1111,�111�1111111� ������������u ������� ������������������ �����:����I��������� ����,���� Page 399 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 20, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year N B 2032 ���������S ��������S ��������S ������0 �������3������2 ������6�������21-B ��L �������62 Analysis Period 1 > 7:00 ' k, °°���� ,c ntorsection @ B U E F iI e Name 2 N B U P M .xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 407 408 205 524 130 475 973 161 104 661 35 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... � 51 C cle s 130.0 Reference Phase y 2 �, � . 11 Offsets 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillill ii llillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillilliilli llillillillilliillillillillillillilliillillillilliillillillillillillillillil llillillillilliillillillilliillillillillillill iiiiiiiiiiiiiillillillillillil illiilliillillillillillillillillillilliillillillil Green 7.8 19.7 32.6 13.9 33.5 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� U n co o rd i n ate d N o S i m u l t. G a E/W O n ""IIll""I'll""I'll",Ill""I'll "I'll",llIll""I'll""I'll",Ill""I'lIll IIIIillillillillillillillillillillilillillil �����������������������F�������o ����������������������M�������o ����d�������e ���������������������F ����d����������������� �������������������S p ��������������G���a �������������������N�����j���������s����� ���������������Oln rce i xe i m u����l�����t p Red 0.0 0.0 1.5 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.969 0.969 0.953 0.977 0.984 0.984 0.992 0.922 0.992 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 1.000 1.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.000 0.847 0.982 0.982 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 0 3782 1560 1725 3719 1585 1781 3778 1485 1795 3409 180 Proportion of Vehicles Arriving on Green (P) 0.00 0.26 0.26 0.11 0.39 0.39 0.24 0.57 0.43 0.06 0.34 0.25 Incremental Delay Factor (k) 0.50 0.50 0.11 0.50 0.50 0.40 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.26 0.38 0.39 0.50 0.43 0.31 0.25 Permitted Saturation Flow Rate (sp), veh/h/In 870 929 0 724 0 555 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 0.0 35.5 0.0 34.7 0.0 32.7 0.0 Permitted Service Time (gu), s 0.0 20.8 0.0 8.6 0.0 30.3 0.0 Permitted Queue Service Time (gps), s 4.5 8.6 0.6 Time to First Blockage (gf), s 33.5 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 1560 1585 1485 Protected Right Effective Green Time (gR), s 30.9 7.8 13.9 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.143 0.000 0.128 0.000 0.122 0.000 0.144 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 515.37 35.82 783.75 24.04 858.44 21.18 501.76 36.48 Bicycle Fw / F� -3. 64 0.71 -3. 64 0.75 -3. 64 1.40 -3. 64 0.69 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI M KP Analysis Date Apr 20, 2025 Area Type Other Jurisdiction IDOT Time Period PM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street I L RTE 62 ALGONQU IN ... Analysis Year NB 2032 Analysis Period111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 > 7:00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilI Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillillill 111- 62 @ BUSSE File Name 2032 NB 62-BUS PM.xus Project Description CLOUD HQ Demand Information EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliI Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 407 408 205 524 130 475 973 161 104 661 35 �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l�����������������������������������������������������������������������������������������������������������������������l�����������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillSignal Information lllllll1IIIIIIIIIIII31IIIIIII0 IIIIIIIIOII 11111111 II llilliillilI I tm Cycle, s 130.0Reference Phase 21 IIIIIIIIIOIIIIIIIIIIff°Inset, i�� 111 II/7 IIII11IIIIII 1111111111111", .T s 0 Re°Illfllllllerence Point Begin iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII :1111��11,11111,1 Uncoordinated No Simult. Gap E/W On Illdlllllllllllllllll IIIIS llillillilliillillillillillillilliillillillilliillillillillillill IIIIIIIIIIIIIIIII lilliillillillillillillilliillillillill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIForce IIIIIIIIIIIIIIM Illllo Illdlllllle IF �������N ��js ............. , III I Green 7.8 19.7 32.6 13.9 33.5 0.0 Yellow 3.5 3.5 3.5 4.5 0.0 11 dis )- * i xe i m ullllllllt Gllla p O n Red 0.0 mossommossommossonom4.5 ... 0.0 1.5 0.0 1.5 0.0A - - ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������,���������������������������������������������������������������������������������������������������������������������������ii�����������i's'N�i��� Movement Group Results EB ��"��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� WB NB SB Approach Movement L IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIililI TiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI RiiiiiiiiiiiiiiiiiiiiiilillillillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillilI LiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillilI TiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI RiiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillilillilI LiiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillililI TiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillilI R L TiiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillilI Back of Queue ( Q ), ft/In ( 95 th percentile) 253 369 219 260 117 551 358 131 118 460 438 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillilliIII Back of Queue ( Q ), veh/In ( 95 th percentile) 9.8 14.3 8.3 10.2 4.6 21.7 14.2 4.9 4.7 17.6 17.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI 0.00 4.92 1.07 0.00 1.55 1.87 0.00 0.87 1.18 0.00 0.00 Control Delay ( d ), s/veh 42.1 25.7 30.9 29.0 22.0 56.6 22.8 16.4 33.7 54.9 55.7 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Levelof Service (LOS) D CIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII C BIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII D E Approach Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIII111111111111 IIIIIIIIIIIIII IIIIIIIIIIIII . II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillillilIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 17.5 17.6 4.7 33.7 55.7 54.9 9.8 1Q 42.1 14. M 25.7 56.6 22.8 16.4 I...0,") A I I T 4.9 0 II...0S Ii) 14.2 IL..OS IE I...OS IF 21.7 22.0 IS==== 4.6 29.0 10.2 30.9 JIM====mmmm 8.3 Queue MMMM Delay � Queue Storage Ratio < 1 Queue Storage Ratio > 1 Page 401 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- IiIII�: ���� � �I u��Ell �qI���IIt �„�IIIu � � II � III�� iI� �� W0u l��� W ll��� w � ,� �� � �II �2 IIIII IIIII 2032 � "I'll'llill1 B U S IIIII � IIII :INII�;IIIII„„� Page 402 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ' ., °°���� ,c Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS PM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 424 408 221 564 130 475 973 168 104 661 35 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information C cle s 130.0 Reference Phase 2 y i 1 1111 w� Offsets 0 Reference Point Be in 11111111111111111111illilliillillillillil g U n coo rd i n ate d N o S i m u l t. G a E/W O n ������F ����o lld iiiiiiiiiiiiiiiiS p lliillillillGilla illillillillillilNiiiijllillils1111 iiiiiiiiiOln � 1111111eF Green 7.8 19.8 32.4 15.0 32.6 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� 1111111111111111111111111111111,11,111 ,Ill""I'Ill""I'll""""",",""""' IIIIIIIIIIIIillillillillillillilliillillilli llillillillilliillillillillillillillilillill illiillillillillilliillillillillillilliillill rce M o i xe i m ulillllilt p Red 0.0 0.0 1.5 0.0 1.5 0.0 �� Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 424 408 221 564 130 475 973 168 104 661 35 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 4 4 6 3 2 2 1 10 1 6 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 75 205 0 75 295 0 150 100 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 40 40 40 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 31.2 26.0 57.2 37.7 57.2 15.6 35.1 Yellow Change Interval (Y), s 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Ric), s 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Minimum Green ( Gm►n), s 15 3 15 3 15 3 15 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 7.0 3.0 7.0 3.0 2.0 3.0 2.0 Recall Mode Off Off Off Off Min Off Min Dual Entry Yes No Yes No Yes No Yes Walk (Walk), s 7.0 7.0 7.0 7.0 Pedestrian Clearance Time (PC), s 20.0 20.0 20.0 20.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ��� IIIII ��� � ,����� �� ���� ����� ��� � �� ������� ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� 1 " IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ���� ����� ����� ��� l ����� �� � ,����� � � IIIII IIII ulll�� � 0 3 uVl� � �.....��...... i 1 �.....��...... 6' ullll�� � uuum ���'����'�°�� �I�u Dili �����wm, llll�����m IIIII um .�illll�u,. i I�lo Page 403 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ' ., °°���� ,c Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS PM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 424 408 221 564 130 475 973 168 104 661 35 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information C cle s 130.0 Reference Phase 2 Y i 1 1111 w� Offsets 0 Reference Point Be in g 11111111111111111111illilliillillillillil Green 7.8 19.8 32.4 15.0 32.6 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� U n coo rd i n ate d N o S i m u l t. G a E/W O n 1111111111111111111111111111111,11,111 Ill""I'Ill""I'll""I'll",ll,Ill""I' IIIIIIIIIIIIillillillillillillilliillillilli llillillillilliillillillillillillillilillill illiillillillillilliillillillillillilliillill p Force Mode Fixed Simult Ga Njs Oln p Red 0.0 0.0 1.5 0.0 1.5 0.0 �� Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 4 3 8 5 2 1 6 Case Number 7.3 1.0 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 38.6 18.5 57.0 34.5 61.7 11.3 38.4 Change Period, ( Y+R � ), s 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Max Allow Headway (MAH ), s 10.2 4.0 10.2 4.0 0.0 4.0 0.0 Queue Clearance Time ( g S ), s 27.3 14.5 17.0 30.3 7.8 Green Extension Time ( g e ), s 4.9 0.4 31.2 0.8 0.0 0.1 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 0.98 Max Out Probability 1.00 0.07 0.91 0.99 0.69 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 446 429 233 594 137 500 1024 177 109 369 363 Adjusted Saturation Flow Rate ( s ), veh/h/In 1845 1560 1725 1859 1585 1781 1889 1485 1795 1811 1779 Queue Service Time ( g S ), s 13.4 25.3 12.5 15.0 6.7 28.3 23.7 8.0 5.8 24.3 24.4 Cycle Queue Clearance Time ( g � ), s 13.4 25.3 12.5 15.0 6.7 28.3 23.7 8.0 5.8 24.3 24.4 Green Ratio (g/C) 0.25 0.49 0.38 0.39 0.45 0.50 0.43 0.54 0.31 0.25 0.25 Capacity ( c ), veh/h 924 762 388 1460 717 526 1619 807 291 453 445 Volume -to -Capacity Ratio (X) 0.483 0.563 0.599 0.407 0.191 0.951 0.633 0.219 0.376 0.816 0.817 Back of Queue ( Q ), ft/In ( 95 th percentile) 265 374 234 279 116 552 359 135 118 463 440 Back of Queue ( Q ), veh/In ( 95 th percentile) 10.3 14.5 8.9 10.9 4.6 21.8 14.2 5.0 4.7 17.7 17.6 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 . 0.00 . 0.00 0.90 . 0.00 0.00 Uniform Delay ( d i ), s/veh 41.6 23.5 30.0 28.5 21.3 32.1 21.0 15.4 33.0 40.6 41.2 Incremental Delay ( d 2 ), s/veh 1.8 3.0 1.5 0.8 0.6 24.9 1.9 0.6 0.8 14.9 15.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 43.4 . 29.4 . 22.9 16.0 55.6 56.4 Level of Service (LOS) D C C B E E Approach Delay, s/veh / LOS . Intersection Delay, s/veh / LOS . Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.45 B 2.28 B 2.43 B 2.30 B Bicycle LOS Score / LOS 1.21 A 1.28 A 1.89 B 1.18 A �I IIII�������� ��IIIII � ,����� ����� � �� � ���� ����� ��� � ����� i�lll IIIII IIIII����„N ,���'�� IIIII IIIII ���.���� � �IIIII� � IIIII ���. � � � ��� .������� 1 IIIII � � � �� ����� � � ��������������� ����� � � � .� � � ���� � ������ � ����� ���� ����� ����� ����� ��� � ����� ���� � � ����� ��� � � IIIII IIII II���� ���������� ���� IIIII IIIIIIIIII VI�� � 0I m°�„i uVl; l� �.....��...... I�.....��...... '��II ',VIII������ uu""' ' IVuuWillll'iiS llll�����m IIIII um ,�ilic�, i....i �s Page 404 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ��� ��"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'° Jurisdiction IDOT Time Period PM PHF 0.95 �1 �� �:. Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 Analysis Period 1 > 7:00 ' k, °°���� ,c Intersection IL 62 @ BUSSE File Name 2032 TOT 62-BUS PM.xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""I'll""I'll",'ll",'ll""I'll""I'll",'ll",'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�,'ll"�"I'll"�"�I'l Demand Information �l",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",,���������������'ll""�I'll,'ll""I'll"' EB 'I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""I'll""I'll",'ll""I'll""I'll",'ll",'ll""I'll"�"I'll"�,'ll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""I'll""I'll",'ll",'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll",'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll",'ll""I'll""I'll",'ll",'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�,'ll"�"I'll"�"I'll"�,"I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 424 408 221 564 130 475 973 168 104 661 35 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... '� C cle s 130.0 Reference Phase y 2 1 . 1.. I Offset s 0 Reference Point Be in g iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillil llillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillillillillil illillillillillillilliillillillillillillillill illillillilliillillillillillil illillillillilliillillillillillillilliillillillill Green 7.8 19.8 32.4 15.0 32.6 0.0 ��������������������Y����e��l����l�������o�������� ������������������3����.�������������5�������� �����������������3����.��������������5�������� �����������������4����.��������������5�������� �����������������3����.��������������5������� ����������������4����.�������������5�������� ������������������0����.�������������0�������� U n co o rd i n ate d N o S i m u l t. G a E/W O n 11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII llillillillillillillillillillilliillillilliil illiillillillillillillillillilliillillillill lillilliillillillillillillillilliillillillill llllll11111111111111111111111111 llilliilillillilliillillillillillillilliilli �������F �����o ��F p ��������N ���js 'l""I'll",S rce Mode i xe d i m u It G a p O n Red 0.0 0.0 1.5 0.0 1.5 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 1.000 0.969 0.969 0.953 0.977 0.984 0.984 0.992 0.922 0.992 0.953 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 0.952 1.000 1.000 0.952 1.000 1.000 0.952 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 1.000 1.000 0.952 0.000 0.952 0.000 0.952 0.000 Right -Turn Adjustment Factor (fRT) 0.000 0.847 0.000 0.847 0.000 0.847 0.982 0.982 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 Movement Saturation Flow Rate (s), veh/h 0 3782 1560 1725 3719 1585 1781 3778 1485 1795 3409 180 Proportion of Vehicles Arriving on Green (P) 0.00 0.25 0.25 0.12 0.39 0.39 0.24 0.57 0.43 0.06 0.33 0.25 Incremental Delay Factor (k) 0.50 0.50 0.11 0.50 0.50 0.40 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Green Ratio (g/C) 0.25 0.38 0.39 0.50 0.43 0.31 0.25 Permitted Saturation Flow Rate (sp), veh/h/In 837 914 0 724 0 555 0 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 0.0 34.5 0.0 34.5 0.0 32.5 0.0 Permitted Service Time (gu), s 0.0 19.1 0.0 8.3 0.0 30.1 0.0 Permitted Queue Service Time (gps), s 5.3 8.3 0.6 Time to First Blockage (gf), s 32.5 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/In 1560 1585 1485 Protected Right Effective Green Time (gR), s 31.0 7.8 15.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.557 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.144 0.000 0.127 0.000 0.123 0.000 0.144 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 500.88 36.52 785.23 23.98 856.80 21.24 498.74 36.62 Bicycle Fw / F� -3. 64 0.72 -3. 64 0.79 -3. 64 1.40 -3. 64 0.69 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA Duration, h iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI 0.250 Analyst iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI MKP Analysis Date Jul 2, 2025 Area Type Other Jurisdiction IDOT Time Period PM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street I L RTE 62 ALGONQU IN ... Analysis Year TOTAL 2032 11111111111JAnalysis Period111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII������11111111 > 7:00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilI Intersectioniiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillillill 1IL 62 @ BUSSE File Name 2032 TOT 62-BUS PM.xus Project Description CLOUD HQ Demand Information EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillillilI ApproachMovement L T R L T RillillillillillillilliillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI L T R L T R ilillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillillillI Demand ( v ), veh/h 424 408 221 564 130 475 973iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilill168 104 661 35 �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� "I'll'I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll'I .................................................................................................................................................................................................. Signal Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillilillilI Cycle, s 130.0 Reference Phase 2 Offset s 0 Reference Point Begin IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 7.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated No Simult. Gap E/W On Yellow 3V 5 ForceMoiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillde Fixed Simult. Gap N/S "I'l""I'll""I'llIll""I'll""I'll",Ill""I'll""I'll",Ill""I'll"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill"Ill""I'll""I'll",������Ill""I'll""I'll",Ill""I'll'IOn Red 'l �. illillillillillillilliillilI .,..11 1 ... ill 11 1111 I .. °I.. 19.8 32. 32.E.O iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliililillllllllI 3.5 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliililI 1111111115.0Tri 4.5 3.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillI 4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliI 0.0 0.0 1.5 0.111111111111111111=0 1.5 0.0 Movement Group Results EB WB NB SB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliililI Approach Movement L T R L T R L T R L T R iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliililI Back of Queue ( Q ), ft/In ( 95 th percentile) 265 374 234 279 116 552 359 135 118 463 440 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliilililI Back of Queue ( Q ), veh/In ( 95 th percentile) 10.3 14.5 8.9 10.9 4.6 21.8 14.2 5.0 4.7 17.7 17.6 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillI Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 4.99 1.140.00 1.55 1.87 0.00 0.90 1.18 0.00 0.00 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliilililllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillilliIII Control Delay (d ), s/veh 43.4 11 6.5 31.5 29.4 21.9 57.0 22.9 16.0 33.8 55.6 56.4 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillilI Levelof Service (LOS) 11111111111111111111111� D 1111111111111111111112 C CIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111� Ciiiiiiiiiiiiiiiiiiiiiillillilill BIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII E E iiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillillIillillilillillillillillillillilliillllllI Approach Delay, s/veh / LOS .11�ll, IIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIIl111111 11111 iiiiiiiiiiiiiiiiiiiiiillillilllllllllllI iiiiiiiiiiiiiiiiiiiiiillillilillill�������illillillillillillilliillilliCIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlillillillillillillilliillillilillillilililI . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII .1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 17.6 17.7 4.7 33.8 56.4 55.6 10.11 1Q 43.4 14. W 26.5 57.0 11 11 22.9 16.0 I...0,") A I T 5 I...� 113 (111 0 II...0S I[) 14.2 IL..OS IE I...OS IF 21.8 21.9 IN==== 4.6 29.4 10.9 31.5 III&======== 8.9 Queue MMMM Delay � Queue Storage Ratio < 1 Queue Storage Ratio > 1 Page 406 of 1060 --- Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds i.o. --- Comments --- ������ ...� �� I � �.... III I uol II III I III II � � „I ulll I � I � � �°� I I I I I I � � �I .� � � '.� :'�I � uul� �'�I, II � I .� uul� I I I I III I ...Vp, II I I I � � I I I I I I u W I I u u I W IIIII.„� I ull uu 9 I ������ ������ ��� � I III uVl I d I uVl uVll u o '� I I II I � III '� I I I I I I ����� I IIIII �� I ,I � IIIII �I I ,I I � I� � � ����� I I I �� � I I�� � I � �I� I I I III I I I iiii�� IIIII � . IIIII I I IIIII �� I iiii IIIII III I IIIII � IIIII IIIII iiiir� i� � �� ,III �� IIIII Ill.iiii IIIIII I IIIII IIIIII i I I I I III � � �I IIIII � I III I I I I I I..I IIIII I I iiii� IIIII I I iiii � � iiii i � � �I ����� � IIIII IIIII �� � IIIII I I ,IIIII ���� � IIIII IIII IIIII ��� � !� .. I" � � � u '� � � � � � � � � � � � � w �� � � � � �� 20321 1 6 'u111111111I Lu SIIIII IIIII ul:�u Page 407 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period AM PHF 0.95 � �����. �1 �llilliillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street I L RTE 62 ALGONQU I N ... IIIIIIIII61IIIIII21 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Year EXISTING 2025 Analysis Period IIIIIIIII61IIIIIII21-LIIIIIIIIIIIN IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 > 7:00 ���� , ., °°���� ,c IllllllntorsectionIIIIIIIL @ LIIIIIIIIIINNEMAN File Name 21IIIIIIII01IIIIIIIII25 AM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 46 509 8 8 378 41 10 0 4 84 3 21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ���������� IIIIIIIIIIIC � IIIIIIIIII31IIIIIIIII81I IIIIIIIIIII91 � ���������� ������ IIIIIIIIII21 51,II (IIIII cll�lllllle s Re°Illflllllle re n ce Phase ������������ �� (IIIII �� �.��� ���� 011llllllllff°Inset, s 0 Re°Illfllllllerence Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 16.7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6.0 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.0 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ',,. Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 46 509 8 8 378 41 10 0 4 84 3 21 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 7 5 13 7 7 0 5 33 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 225 0 115 0 0 0 300 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 45 45 45 45 45 45 45 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 85.0 15.0 85.0 20.0 20.0 Yellow Change Interval (Y), s 3.0 4.5 3.0 4.5 4.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 1.5 Minimum Green ( Gm►n), s 3 15 3 15 8 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 5.0 5.0 Recall Mode Off Min Off Min Off Off Dual Entry No Yes No Yes Yes Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 20.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 I I ��� I I I� I� I I �.� � � I� � ..� I� � ..�� ..�� �I�� � (III III �� �� � u � � � I�� ����� ���IIIII ��� ,�II�� �� ���� ����� �I� � �� ������� ���� I�� i���l IIIII IIIII �� � ������� „�I ,I�� �� IIIII IIIII II�.����IIIII� � �� IIIII �I�.�� �� �� ��� ��� ��� �� ����� � � 1 1 IIIII � I�� � I I II I �.�� � �� I I II I u � II II � � i��� iglu � �� ����� ������ I�I ���� �� �I � ��II� ��� �� ������ � ��������� I II ��� I II II � ��II II II I II� IIII II I�I �� �� III�� II��� ��� �II�� I� � � ���� �� � � IIIII IIIII V ii�.0 0 WIWI� 5 1� °3 ��II�� ,,,,,,,,,,, �...........IIIII I�11� u1�I°u IIII �111 �,��'�° L ��I�� Page 408 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period AM PHF 0.95 �- ���I �1 �llilliillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street I L RTE 62 ALGONQU I N ... IIIIIIIII61IIIIII21 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Year EXISTING 2025 Analysis Period IIIIIIIII61IIIIIII21-LIIIIIIIIIIIN IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 > 7:00 ���� ' °°���� ,c IllllllntorsectionIIIIIIIL @ LIIIIIIIIIINNEMAN File Name 21IIIIIIII01IIIIIIIII25 AM.xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 46 509 8 8 378 41 10 0 4 84 3 21 Signal Information ������ IIIIIIIIII21 ���������� IIIIIIIIIIIC � IIIIIIIIII31IIIIIIIII81I IIIIIIIIIII91 � ���������� ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 5�'I III III cll�lllllle s Re°Illflllllle re n ce Phase y� �� �.��� ���� 1'1'1'� i III 011llllllllff°Inset, s 0 Re°Illfllllllerence Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 16.7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6.0 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ',,. , Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 1.1 4.0 1.1 3.0 8.0 6.0 Phase Duration, s 4.2 23.7 3.3 22.7 12.0 12.0 Change Period, ( Y+R � ), s 3.0 6.0 3.0 6.0 6.0 6.0 Max Allow Headway (MAH ), s 4.0 6.2 4.0 6.2 6.7 6.7 Queue Clearance Time ( g S ), s 2.6 5.5 2.1 4.8 2.3 4.5 Green Extension Time ( g e ), s 0.1 11.9 0.0 11.9 0.9 0.8 Phase Call Probability 0.41 1.00 0.09 1.00 0.75 0.75 Max Out Probability 0.00 0.00 0.00 0.00 0.01 0.02 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 48 273 271 8 398 43 15 88 25 Adjusted Saturation Flow Rate ( s ), veh/h/In 1711 1922 1911 1626 1800 1522 1505 1379 1219 Queue Service Time ( g S ), s 0.6 3.5 3.5 0.1 2.8 0.6 0.0 2.3 0.7 Cycle Queue Clearance Time ( g � ), s 0.6 3.5 3.5 0.1 2.8 0.6 0.3 2.5 0.7 Green Ratio (g/C) 0.46 0.45 0.45 0.44 0.43 0.43 0.15 0.15 0.15 Capacity ( c ), veh/h 579 872 867 442 1543 653 391 389 188 Volume -to -Capacity Ratio (X) 0.084 0.313 0.313 0.019 0.258 0.066 0.038 0.227 0.134 Back of Queue ( Q ), ft/In ( 95 th percentile) 6 36 34 1 28 6 4 28 10 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.2 1.4 1.4 0.0 1.1 0.2 0.2 1.1 0.3 Queue Storage Ratio (RQ) (95 th percentile) 0.03 0.00 0.00 0.01 0.00 0.00 0.00 0.09 0.00 Uniform Delay ( d i ), s/veh 5.9 6.8 6.8 6.5 7.1 6.5 14.0 15.1 14.2 Incremental Delay ( d 2 ), s/veh 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.6 0.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 6.0 6.9 6.9 6.5 7.2 6.6 14.1 15.7 14.9 Level of Service (LOS) A A A A A A B 6 B Approach Delay, s/veh / LOS 6.8 A 7.1 A 14.1 B 15.5 B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 7.8 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.64 B 1.87 B 2.42 B 2.26 B Bicycle LOS Score / LOS 0.98 A 0.86 A 0.51 A 0.68 A .L� I II �� I � �. I���I I I, � I� � � � � I� I� I I I II II I I I �I Iw I I � � I � � � I ������������ ������� � ,�II�� II��� � I� � ���� ����� �I� � ����� i���� ����� ������ ��„� ,I��'�� ����� ����� II�.���� � ������� � ����� �I�. � � � ��� .������� ����� ����� � � 1 ����I ��� I�I � �� ��lu I I ��������������� II��� I I � II�� II III I��� I I I I �II� I �II� I � � ���� � ������ � ����� II��� �II��� �III�� � � ����� I I � ���� � � ����� ����� " ������ 0, ������ � 5 �� ° 1,11,111,11 IIIII IIII�il ,Iuii''''Ik IIII °I�,( i t Page 409 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period AM PHF 0.95 � ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� illillilliillillillillillillilli� illillillillillillill� llilliill� illilliillillillillillillilliillillillillillilli� li� Urban Street I L RTE 62 ALGONQU I N ... Analysis Year EXISTING 2025 ��N ��N ������0 �������25 �������6�������21-L ��L �������62 lliillillillillillill� llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Analysis Period 1 > 7:00 ���� , °°���� ,c ntorsection I @ L I N E MAN F it e Name 2 I AM .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 46 509 8 8 378 41 10 0 4 84 3 21 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' C cIe s 38 9 Rellllference Phase 21 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillil llillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillilillillili illillillillillillilliillillillillillillillili illillillilliillillillillillil illilillillilillillillillillillillilliillillillill Green 0.3 1.0 16.7 6.0 0.0 0.0 �. Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.945 0.961 1.000 0.899 0.945 0.945 1.000 1.000 1.000 0.961 0.743 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.826 0.792 0.726 0.000 Right -Turn Adjustment Factor (fRT) 0.994 0.994 0.000 0.847 0.000 0.792 0.864 0.864 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 1.00 Movement Saturation Flow Rate (s), veh/h 1711 3774 59 1626 3600 1522 1075 0 430 1379 152 1067 Proportion of Vehicles Arriving on Green (P) 0.03 0.45 0.45 0.01 0.43 0.43 0.15 0.00 0.15 0.15 0.15 0.15 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.23 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.0 6.0 3.0 6.0 6.0 6.0 Green Ratio (g/C) 0.46 0.45 0.44 0.43 0.15 0.15 Permitted Saturation Flow Rate (sp), veh/h/In 948 0 787 0 1408 1379 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 16.7 0.0 16.7 0.0 6.0 6.0 Permitted Service Time (gu), s 14.0 0.0 12.2 0.0 5.3 5.8 Permitted Queue Service Time (gps), s 0.1 0.0 0.0 2.3 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.8 0.0 Queue Service Time Before Blockage (gfs), s 0.2 Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 0.972 0.000 1.198 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.071 0.000 0.074 0.000 0.106 0.000 0.106 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 906.96 5.81 857.46 6.35 308.88 13.92 308.88 13.92 Bicycle Fw / F� -3.64 0.49 -3.64 0.37 -3.64 0.02 -3.64 0.19 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillilillillillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillilI Duration, h 0.250 Analyst iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliilI M KP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliilI Urban Street I L RTE 62 ALGONQU IN ... Analysis Year EXISTING 2025 Analysis Period 1 > 7:00 Intersection IL 62 @ LINNEMANiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillilillillillilli Filll:lllllillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillilillill",Ill""I'll""I'll,Ill""I'll""I'll",Ill""I'll""I'll",llIll""I'll""I'll",Ill""I'lIll""I'll""I'll",Ill""I'll""I'll",llIll""I'll""I'll",Ill""I'lIll""I'll""I'll",Ill""I'll""I'll",llIll""I'll""I'll",Ill""I'l"I"I'l""I'll""I'llIll""I'll""I'll",Ill""I'll""I'll",Ill""I'll"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill"Ill""I'll""I'll",Ill""I'll""I'll",Ill'"'I'll""I'll",Ill""Ill"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""Ill""I ile Name 2025 62-LIN AM.xus Project Description CLOUD HQ Demand Information EB WB NB ApproachMovement L T R L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillI R L iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillI T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliilillilI Demand (v ), veh/h ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������illilli�������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� iiiiiiiiiiiiiiiiiiiiiillillillilililililill1111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilI 46 iiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillI 509 8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillilI 8 378 41 ������������������������������������� ��������������������������������������������������� 10 ������������������ 1111111111111111111 0 �����������������������������������������������������������������������������������������������������������������������l���������������������������������������������������������������������� iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI 4 Signal Information 'll""I'll""I"ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I ............... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I lw'�� 7E iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillilillilI Cycle, s Reference Phase iiiiiiiiiiiiiiiiiiiiiillilli��;I 11111111111111111 .. ....... I � 111111 111111 11 ir" III In Offset, s 0 illillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillill Reference Point llililliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliilillillillillillillillillillilliillillillillillillilliillillillillilliillilliillillilliillillillillillillilliillillillillill �11,21,19,1111!11111�IIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillil ������������������������ Green 0.3 1 "g 1.0 16.7 � 6.0 0.0 0.0 . Uncoordinated Yes Simult. Gap E/W OillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillilInillillilllllllllllIIIIIIIIIIIIIIIIillilI Yellow 3.0 0.0 4.5 4.5 0.0 ==/' Force Mode Fixeiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliilillilld Simult. Gap N/S On Red"I'l""I'll""I'll'll""I'll""I'll",'ll""'ll""I'll""I'll",'ll",'ll""I'll,���������������'ll""I'll""I'll",,'llI mossommossommonmmoom0.0 11111111",5 N1111111111111111111111115 .... ......... ���������������'ll""I'll""I'll",'ll""I'll""I'lull,10.0 11111111111�= Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS EB WB NB L T R L T R L T 6 36 34 1 28 6 4 0.2 1.4 1.4 0.0 1.1 0.2 0.2 0.03 0.00 0.00 0.01 0.00 0.00 0.00 6.0 6.9 6.9 6.5 7.2 6.6 14.1 A A A A A B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA 6.8 A liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI7.1 AiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillililillilI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilililililillillilillilillill1lill111111111 14.1 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliIIIIIIIIIIIIIIIIIIIIII1111111111111111111111ilillilljlllllllllllll11111illilliillillillillillillilliillillillillillill�IIIIIIIIIIIIIIIIIIIIII111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillIlIlIllIIIIIIIIIIIIIIIIIIIIIIillillilllllllllllllllilillillilliIIIIIIIIIIIIIIIIIIIIIIillilljlllllllllllllllillillillillillillilliilillillilliillill�������illillillillillillilliillillillillillillilliillillilillillilI 7.8 0.2 6.0 1.4 M 6.9 1.4 i M 6.9 14.1 0.2 6.6 I&IIIIIIIIIIIIIIIIIIIIIIIIIi 0.2 7.2 = 1.1 6.5 M 0 B A SB L T R 84iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI3 21 all B Page 411 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I II� II� � ��I I �� .w I � � � � �„ � III m �I �. I u II I ��� I �� u � I� I I �, ��II � u 'I u1 a ...IIV� it ... ..�. ..., ..� ..�� �� II W W ..�. IV, W W u � I I I I � III I I I I I � I I � I III �II IIIII � � � IIIII �I� � I �� li �� I �� �� � �� �� �� �� I � �� � � I � li �� li �� �� � �� ��� �� � �IIII� IIIII w � � iiii IIIII III , � iiiii IIIII IIIII � iiiir� � IIII III �� IIIII Ill�.iiii � IIIII II�. � � III IIIII � I� �� � IIIII w iiiir IIIII � iiii w � ' � iiii � � ����� IIIII Ilu1 � � � ����� w ���� � � IIIII IIIII 1') 5 �Iw�INI ������I III ( Jj III Page 412 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period AM PHF 0.95 � �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lliillillillillillillilliillill� Urban Street I L RTE 62 ALGONQU I N ... �L ������62 �N liillillillillillillilliillillil� lillillillillillillil� Analysis lillillil� llillillillillillilliillillillillillillilliillil� l� lillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillill� Year N B 2032 �����0 ������3�����2 �����6������21-L llillilliillillillillillillillii� illilliillillillilli� llilliillillil� illillilliillillill� llillillillillil� liillillillillil� Analysis Period lilliillillillillil� llillillillillillilliillillillillillillillillillillilliillillillillillillilliillillililill�ill�ill�ill�� 1 > 7:00 ���� , k, °°���� ,c Intersection I @ L I N E MAN F:Ie Name 2 N B IN AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 46 524 8 8 398 42 10 0 4 88 3 22 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ������e ���������� �����������C �� �����������0� ���������� ������ ����������21 "'�1 4���������0�� c�I�������e s Rellllf re n ce Phase �� �.��� 11 ���� �. Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil llillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillilli li lillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilil illillillillillillilliillillillillillillilliillillilillillillillillilillilli illillillillillillilliillillilillillillillilli llillillilliillillillillillill lillilillillillillillillillillillilliillillillilli Green 0.3 1.0 17.6 6.2 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 46 524 8 8 398 42 10 0 4 88 3 22 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 7 5 13 7 7 0 5 33 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 225 0 115 0 0 0 300 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 45 45 45 45 45 45 45 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 85.0 15.0 85.0 20.0 20.0 Yellow Change Interval (Y), s 3.0 4.5 3.0 4.5 4.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 1.5 Minimum Green ( Gm►n), s 3 15 3 15 8 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 5.0 5.0 Recall Mode Off Min Off Min Off Off Dual Entry No Yes No Yes Yes Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 20.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� IIIII � ��� � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � �� � �� IIIII IIIII "���� 03 ����� IIII�il� IIIIIIIIIIIIPI� °����� 111,1111 I IIIII�11� ,1uu!!''ik � 11111 �m(,1 J Page 413 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period AM PHF 0.95 �- �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� Urban Street I L RTE 62 ALGONQU I N ... �L ������62 �N illillilliillillillillillillilli� illillillillillillill� Analysis llilliill� illilliillillillillillillilliillillillillillilli� l� lillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Year N B 2032 �����0 ������3�����2 �����6������21-L llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� Analysis Period lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� 1 > 7:00 ���� , ., °°���� ,c Intersection I @ L I N E MAN F:Ie Name 2 N B IN AM .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 46 524 8 8 398 42 10 0 4 88 3 22 Signal Information ���������� �����������C �� �����������0� ���������� ������e ������ ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "'�1 4���������0�� c�I�������e s Rellllf re n ce Phase �� �.��� 11 ���� �. Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil llillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillilli li lillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilil illillillillillillilliillillillillillillilliillillilillillillillillilillilli illillillillillillilliillillilillillillillilli llillillilliillillillillillill lillilillillillillillillillillillilliillillillilli Green 0.3 1.0 17.6 6.2 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 1.1 4.0 1.1 3.0 8.0 6.0 Phase Duration, s 4.3 24.6 3.3 23.6 12.2 12.2 Change Period, ( Y+R � ), s 3.0 6.0 3.0 6.0 6.0 6.0 Max Allow Headway (MAH ), s 4.0 6.2 4.0 6.2 6.7 6.7 Queue Clearance Time ( g S ), s 2.6 5.7 2.1 5.0 2.3 4.7 Green Extension Time ( g e ), s 0.1 12.6 0.0 12.6 0.9 0.8 Phase Call Probability 0.42 1.00 0.09 1.00 0.77 0.77 Max Out Probability 0.00 0.00 0.00 0.00 0.01 0.02 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 48 281 279 8 419 44 15 93 26 Adjusted Saturation Flow Rate ( s ), veh/h/In 1711 1922 1912 1626 1800 1522 1503 1379 1218 Queue Service Time ( g S ), s 0.6 3.7 3.7 0.1 3.0 0.7 0.0 2.5 0.7 Cycle Queue Clearance Time ( g � ), s 0.6 3.7 3.7 0.1 3.0 0.7 0.3 2.7 0.7 Green Ratio (g/C) 0.47 0.46 0.46 0.45 0.44 0.44 0.15 0.15 0.15 Capacity ( c ), veh/h 574 892 887 441 1582 669 387 385 189 Volume -to -Capacity Ratio (X) 0.084 0.315 0.315 0.019 0.265 0.066 0.038 0.241 0.139 Back of Queue ( Q ), ft/In ( 95 th percentile) 6 37 36 1 30 6 4 31 11 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.2 1.4 1.4 0.0 1.1 0.2 0.2 1.2 0.3 Queue Storage Ratio (RQ) (95 th percentile) 0.03 0.00 0.00 0.01 0.00 0.00 0.00 0.10 0.00 Uniform Delay ( d i ), s/veh 5.9 6.7 6.7 6.5 7.1 6.5 14.4 15.6 14.6 Incremental Delay ( d 2 ), s/veh 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.7 0.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 6.0 6.8 6.8 6.5 7.2 6.5 14.5 16.3 15.3 Level of Service (LOS) A A A A A A B 6 B Approach Delay, s/veh / LOS 6.7 A 7.1 A 14.5 B 16.0 B Intersection Delay, s/veh / LOS 7.9 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.64 B 1.87 B 2.42 B 2.26 B Bicycle LOS Score / LOS 0.99 A 0.88 A 0.51 A 0.68 A �;. i 1 1, Page 414 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period AM PHF 0.95 � ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� illillilliillillillillillillilli� illillillillillillill� llilliill� illilliillillillillillillilliillillillillillilli� l� lillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Urban Street I L RTE 62 ALGONQU I N ... Analysis Year N B 2032 llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Analysis Period 1 > 7:00 ���� , k, °°���� ,c Intersection I �L ������62 @ L I �N N E MAN F:Ie Name 2 �����0 ������3�����2 N B �����6������21-L IN AM .xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 46 524 8 8 398 42 10 0 4 88 3 22 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' C cIe s 40 0 Rellllference Phase 21 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillil llillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillilillillili illillillillillillilliillillillillillillillili illillillilliillillillillillil illilillillilillillillillillillillilliillillillill Green 0.3 1.0 17.6 6.2 0.0 0.0 �. Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.945 0.961 1.000 0.899 0.945 0.945 1.000 1.000 1.000 0.961 0.743 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.825 0.791 0.726 0.000 Right -Turn Adjustment Factor (fRT) 0.995 0.995 0.000 0.847 0.000 0.791 0.863 0.863 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 1.00 Movement Saturation Flow Rate (s), veh/h 1711 3776 58 1626 3600 1522 1074 0 429 1379 146 1072 Proportion of Vehicles Arriving on Green (P) 0.03 0.46 0.46 0.01 0.44 0.44 0.15 0.00 0.15 0.15 0.15 0.15 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.23 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.0 6.0 3.0 6.0 6.0 6.0 Green Ratio (g/C) 0.47 0.46 0.45 0.44 0.15 0.15 Permitted Saturation Flow Rate (sp), veh/h/In 929 0 776 0 1406 1379 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 17.6 0.0 17.6 0.0 6.2 6.2 Permitted Service Time (gu), s 14.7 0.0 12.9 0.0 5.5 6.0 Permitted Queue Service Time (gps), s 0.2 0.1 0.0 2.5 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.8 0.0 Queue Service Time Before Blockage (gfs), s 0.2 Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 0.972 0.000 1.198 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.070 0.000 0.074 0.000 0.107 0.000 0.107 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 927.72 5.75 878.64 6.29 309.59 14.30 309.59 14.30 Bicycle Fw / F� -3.64 0.50 -3.64 0.39 -3.64 0.02 -3.64 0.20 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillilillillillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillilI Duration, h 0.250 Analyst iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliilI M KP Analysis Date Apr 21, 2025 Area Type Other Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliilI Urban Street I L RTE 62 ALGONQU IN ... Analysis Year NB 2032 Period 1 > 7:00 Intersection IL 62 @ LINNEMANiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliI FIII1:11111illillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillilli'llIll""I'll"Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""IllilliilillillilliillillillillillillilI ile Name IIIIIIIIIIIIIIIIIIIIIIIIIIIIAnalysis "I'l""I'll""I'llIll""I'll""I'll",Ill""I'll"Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill'"'I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll,Ill""I'II""I'II","I 2032 NB 62-LIN AM.xus Project Description CLOUD HQ Demand Information EB WB NB ApproachMovement L T R L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI R L iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillI T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliilillilI Demand (v ), veh/h ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������illilli�������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� iiiiiiiiiiiiiiiiiiiiiillillillilililililill1111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilI 46 iiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillI 524 8 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillilillillillillilillillillillillillillillillillilliillillillillillillilliillillilillillillillilillillillillillillillillillillilliillillillillillillilliillillilillillillillilillillillillillillillillillillilliillillillillillillilliillillilillillillillilillillillillillillillillillillilliillilI 8 398 42 ������������������������������������� ��������������������������������������������������� 10 ������������������ 1111111111111111111 0 �����������������������������������������������������������������������������������������������������������������������l���������������������������������������������������������������������� iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI 4 Signal Information 'll""I'll""I"ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll"'ll""I'll""I ............... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I lw'�� 7E iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillilillilI Cycle, s 40.0 Reference Phase 2In iiiiiiiiiiiiiiiiiiiiiillilli��;I I L..J III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II .. ....... I � 111111 111111 11 IIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiililill IIIIIIIIIIIIIIII...,,,, L..J ir" IIIiJ... iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillill�illillillillillillilliillillillillillillilliillillilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillilillilIOffset, s 0 illillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillill Reference Point llililliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliilillillillillillillillillillilliillillillillillillilliillillillillilliillilliillillilliillillillillillillilliillillillillill ������������������������ �11,21,19,1111!11111�IIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillil Green 0.3 "g 1.0 17.6 � 6.2 0.0 0.0 . Uncoordinated Yes Simult. Gap E/W OillillillillillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillilInillillilllllllllllIIIIIIIIIIIIIIIIillilI Yellow 3.0 0.0 4.5 4.5 0.0 ==/' Force Mode Fixeiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliilillilld Simult. Gap N/S On Red 11111111",5 N1111111111111111111111115 mossommossommonmmoom0.0 .... ......... ���������������'ll""I'll""I'll",'ll""I'll""I'lull,10.0 11111111111�= Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS 1.4 1.4 SB L T R 88iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI 3 22 EB WB NB SB L T R L T R L T R L T 6 37 36 1 30 6 4 31 11 0.2 1.4 1.4 0.0 1.1 0.2 0.2 1.2 0.3 0.03 0.00 0.00 0.01 0.00 0.00 0.00 0.10 0.00 6iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillilI 111111111111111 I.8iiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilI6.0 I iiiiiiiiiiiiii 6iiiiiiiiiiiiiii.8 6.5 7.2 6.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillililI 14.5 iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillilillilI 16.3 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillilI 15.3 iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillilI AA A A A B B B iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillilillilI lliillillillillillilliillillillillillillilliillillilill�������IIIIIIIIIIIIIIIIIIIillillillillillilliillillillillillillilliillillillillillillilliillillillillI A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillilillillillillilillillillillillillilillillill�������IIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIlIA AiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillillillillillillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillilillilI56.7 14. BIII 16.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliil lillillillilliillillillillillillillillillililiillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilllillillillillilliillillilliillillillilllillillillillil l7.1 lll1111111111111IIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillillillillillilliillillillillillill 7.9 llillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliil iiiiiiiiiiiiiiiiiiiiililillillillillillill A Ill""I'll""I'll",Ill""I11111 0.2 6.0 6.8 6.8 1.2 0.3 15.3 16.3 6.5 IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIs 0.2 7.2 = 1.1 6.5 M 0 14.5 0.2 all B Page 416 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I II� II� � ��I I �� .w I � � � � �„ � III m �I �. I u II I ��� I � � u I � I, � III � � I � I 'I Iu1 a II II ...IIV, it ... ..�. ..., ..� ..�� �� II W W ..�. IV, W W u I I I I I � I I � I III �II IIIII � � � IIIII �I� � I �� li �� I �� �� � �� �� �� �� I � �� � � I � li �� li �� �� � �� ��� ��� �IIII� IIIII w � � !!!! !!!!! III , �!!!!! IIIII IIIII � !!!!r� � IIII III �� IIIII III.!!!! � IIIII II�. � � III IIIII � I� �� � IIIII w !!!!r !!!!! �!!!! w � ' � !!!! � � ����� Ilu1 Ilu1 � � � ����� w � ���� � � IIIII IIIII 2032 (III IIIII (IIIII l (III ,Illul!!III! 1 !Iu(t' u Page 417 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'°. Jurisdiction IDOT Time Period AM PHF 0.95 � �����. �1 �llilliillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street I L RTE 62 ALGONQU I N ... IIIIIIIII61IIIIII21 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Year TOTAL 2032 IIIIIIIII61IIIIIIII21-LIIIIIIIIIIN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Analysis Period IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 > 7:00 ���� ' ., °°���� ,c IIIIIIIntersectionIIIIIIIL @ L°IIIIIIIIIINNEMAN File Name 21IIIIIIII01IIIIIIIII31IIIIII21 TIIIIIIIIIIOT AM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 98 524 8 8 398 79 10 0 4 118 3 65 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information IIIIIIIII3 IIIIII ���� ����������������������������� ��������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������������������������������� �������������� ���������������������������������������������� ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "' ;IIIIIIIIII IIIII C clllllllle s 44 21 y Re°IllfIIIIIIerence Phase IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III dui" I��� I JII'" IIIIII IIIII II I , IIIIII II I1 IIII �. OIIIIIIIIIIff°IIIset, s 0 Re°IIIfIIIIIIerence Point BeginIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.3 2.3 IIIIIIIIIIIIIIIIII 18.1 IIIIIIIIIIIIIIIIIIIIIIIIIII 8.7 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 98 524 8 8 398 79 10 0 4 118 3 65 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 7 5 13 7 7 0 5 33 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 225 0 115 0 0 0 300 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 45 45 45 45 45 45 45 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 85.0 15.0 85.0 20.0 20.0 Yellow Change Interval (Y), s 3.0 4.5 3.0 4.5 4.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 1.5 Minimum Green ( Gm►n), s 3 15 3 15 8 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 5.0 5.0 Recall Mode Off Min Off Min Off Off Dual Entry No Yes No Yes Yes Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 20.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 I .� IIII � I ,w I I II I �I II II I, I, I I III � � �I I I �.� � � �� � ..� �� � ..�I ..�I I �� ��� � II I l i � � � I u I� � I � II ��� � � �i I I � � � � ��� � � I � �� � �� I�I ��� IIIIII ��� ,III�� �� ���� ����� ��� � II II����� I�I i���l IIIII IIIII �„ I ������� I ,I�� I� IIIII IIIII �IL���� IIIIII � III IIIII �IL�I II III ��I ��� ��I �I IIIIII II �.... 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Jurisdiction IDOT Time Period AM PHF 0.95 �- �����. �1 �llilliillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Urban Street I L RTE 62 ALGONQU I N ... IIIIIIIII61IIIIII21 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII Analysis IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Year TOTAL 2032 IIIIIIIII61IIIIIIII21-LIIIIIIIIIIN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Analysis Period IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 > 7:00 ���� ' ., °°���� ,c IIIIIIIntersectionIIIIIIIL @ L°IIIIIIIIIINNEMAN File Name 21IIIIIIII01IIIIIIIII31IIIIII21 TIIIIIIIIIIOT AM.xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 98 524 8 8 398 79 10 0 4 118 3 65 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information IIIIIIIII3 IIIIII ���� ����������������������������� ��������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������������������������������� �������������� ���������������������������������������������� ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� ����������������������������������������� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "' ;IIIIIIIIII IIIII 21 C cIIIIIIIIe s 44 Re°IllfIIIIIIerence Phase y IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III dui" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I���I I JII'" IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII , IIIIII II IIII �. OIIIIIIIIIIff°IIIset, s 0 Re°IIIfIIIIIIerence Point BeginIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.3 2.3 IIIIIIIIIIIIIIIIII 18.1 IIIIIIIIIIIIIIIIIIIIIIIIIII 8.7 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Uncoordinated Yes Simult. Gap E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 1.1 4.0 1.1 3.0 8.0 6.0 Phase Duration, s 5.6 26.4 3.3 24.1 14.7 14.7 Change Period, ( Y+R � ), s 3.0 6.0 3.0 6.0 6.0 6.0 Max Allow Headway (MAH ), s 4.0 6.1 4.0 6.1 7.2 7.2 Queue Clearance Time ( g S ), s 3.4 6.1 2.1 5.4 4.5 8.2 Green Extension Time ( g e ), s 0.2 12.7 0.0 12.7 1.7 1.4 Phase Call Probability 0.72 1.00 0.10 1.00 0.92 0.92 Max Out Probability 0.00 0.00 0.00 0.00 0.08 0.26 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 103 281 279 8 419 83 15 124 72 Adjusted Saturation Flow Rate ( s ), veh/h/In 1711 1922 1912 1626 1800 1522 1174 1379 1204 Queue Service Time ( g S ), s 1.4 4.1 4.1 0.1 3.4 1.5 0.0 3.8 2.3 Cycle Queue Clearance Time ( g � ), s 1.4 4.1 4.1 0.1 3.4 1.5 2.5 6.2 2.3 Green Ratio (g/C) 0.49 0.46 0.46 0.41 0.41 0.41 0.20 0.20 0.20 Capacity ( c ), veh/h 574 887 882 428 1476 624 365 351 230 Volume -to -Capacity Ratio (X) 0.180 0.316 0.317 0.020 0.284 0.133 0.040 0.354 0.311 Back of Queue ( Q ), ft/In ( 95 th percentile) 14 47 45 2 41 15 5 51 33 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.5 1.8 1.8 0.1 1.6 0.6 0.2 1.9 1.1 Queue Storage Ratio (RQ) (95 th percentile) 0.06 0.00 0.00 0.01 0.00 0.00 0.00 0.17 0.00 Uniform Delay ( d i ), s/veh 6.2 7.5 7.5 7.7 8.7 8.1 14.5 18.1 15.3 Incremental Delay ( d 2 ), s/veh 0.1 0.1 0.1 0.0 0.0 0.0 0.1 1.3 1.6 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 6.4 7.6 7.6 7.7 8.7 8.1 14.6 19.4 16.9 Level of Service (LOS) A A A A A A B 6 B Approach Delay, s/veh / LOS 7.4 A 8.6 A 14.6 B 18.5 B IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Intersection Delay, s/veh / LOS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 9.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.65 B 1.88 B 2.42 B 2.26 B Bicycle LOS Score / LOS 1.03 A 6.91 A 0.51 A 0.81 A I� � � I. I II I� � III��� I I .�I I� � I� � .�I, � .�I � :�I I � w I IIIII I,, I, �� I � � ��II I I � � I I � � �I � ���� �I I �I � I ��I�I. I ������������ I������ � ,II��� II��� I II I ���� ����� ��� � ����� i���� ����� ������ ��„� ,I��'I� ����� ����� �IL���� � ������� � ����� �IL � I I ��� .IIIIII I� � � I���� I���I ��I III II � � �� � I I II II II�� I .�I � I��II II II I I � II � I ��I.II �� ����� � I � �� ��I�� I I ��������������� II��� I I � III � III IIII �I �.� �.� �.� ���� II II II I I � IIIII II II � II � � � � � � � � � ���� � ������ � IIIII I��� II��� II��� II��� �I IIIIII II II I.I II II�� I II��� IIII � � �II IIIII I II�� IIIII � � ����� ���� ��� 0, III ������ I � � � � i�IIII IIIII IIIN1111,I1uu!'°1111�IIII ° �I �u III Page 419 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'°. Jurisdiction IDOT Time Period AM PHF 0.95 � ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� illillilliillillillillillillilli� illillillillillillill� llilliill� illilliillillillillillillilliillillillillillilli� illilli� llillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 ������0 �������3������2 ��N �������6�������21-L ��L �������62 llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Analysis Period 1 > 7:00 ���� , k, °°���� ,c Intersection I @ LIIIIIIIIIIIN N E MAN F it e Name 2 TOT I AM .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 98 524 8 8 398 79 10 0 4 118 3 65 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' C cIe s 44 3 Rellllference Phase 21 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillil llillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillilillillili illillillillillillilliillillillillillillillili illillillilliillillillillillil illilillillilillillillillillillillilliillillillill Green 0.3 2.3 18.1 8.7 0.0 0.0 �. Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.945 0.961 1.000 0.899 0.945 0.945 1.000 1.000 1.000 0.961 0.743 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.643 0.618 0.726 0.000 Right -Turn Adjustment Factor (fRT) 0.995 0.995 0.000 0.847 0.000 0.618 0.853 0.853 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 1.00 Movement Saturation Flow Rate (s), veh/h 1711 3776 58 1626 3600 1522 838 0 335 1379 53 1151 Proportion of Vehicles Arriving on Green (P) 0.06 0.46 0.46 0.01 0.41 0.41 0.19 0.00 0.19 0.19 0.19 0.19 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.23 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.0 6.0 3.0 6.0 6.0 6.0 Green Ratio (g/C) 0.49 0.46 0.41 0.41 0.20 0.20 Permitted Saturation Flow Rate (sp), veh/h/In 929 0 776 0 1350 1379 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 19.3 0.0 18.1 0.0 8.4 8.4 Permitted Service Time (gu), s 14.7 0.0 14.4 0.0 6.0 6.0 Permitted Queue Service Time (gps), s 0.6 0.0 0.0 3.8 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.8 0.0 Queue Service Time Before Blockage (gfs), s 0.2 Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 0.972 0.000 1.198 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.075 0.000 0.082 0.000 0.107 0.000 0.107 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 918.40 6.48 815.66 7.77 391.44 14.33 391.44 14.33 Bicycle Fw / F� -3. 64 0.55 -3. 64 0.42 -3. 64 0.02 -3. 64 0.32 aae o HCS Signalized Intersection Results Graphical Summary General Information Intersection Information iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI Agency iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI GHA iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI Duration, h 0.250 Analyst MKP Analysis Date Jul 2, 2025 Area Type Other iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI Jurisdiction IDOT Time Period AM PHF 0.95 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillI Urban Street I L RTE 62 ALGONQU IN ... Analysis Year TOTAL 2032 Period 1 > 7:00 Intersection IL 62 @ LINNEMANiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliI FIII1:11111illillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillilli'llIll""I'll"Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill'"'I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""Ill""I'll""II ile Name IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlAnalysis 2032 TOT 62-LIN AM.xus Project Description CLOUD HQ Demand Information EB WB NB iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliI L T 1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll1111111111IIIIIIIIIIIIIIIIIIIIIIilillilI R L T iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI R L iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 11 T 11 Demand ( v ), veh/h �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������illilli��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 98 524 8 8 398 79 ������������������������������������������������������������������������������������������������������������������� ��������������������������������������������������������������������� 10 0 ������������������������������������������������������������������������������������������������������������������������l�� Signal Information 51 7E e s 44 3 Cycle, y Reference n ce Phase illill21������illillillillillillilliillillill�� I���...� ������������1;�1 ��111111 �� � 11�1111 �. �., it iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillill�illillillillillillilliillillillillillillilliilillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillllllI4 Offset, s 0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill lillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilli Reference Point it llilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillill llillillillillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli Begin llillillillillillillilliillill llillillillilliillillillillillillillillillillillii Green 0.3 I���I���IryII 6...I.I�IIIIII 'LliI .� 2.3 18.1 III: 8.7 0.0 0.0 Uncoordinated Yes iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliIForce Simult. Gap E/W On iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillilillilI Yellow iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillilillilI 3.0 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillillI 0.0 4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillillilI 4.5 0.0 0.0 MM/ Msellooloolooloolloom ode Fixed Simult. Gap N/S On11 Red 0.0 0.0 1.5111(1� 1.5 0.0 0.0, Movement Group Results iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Movement iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillI Back of Queue ( Q ), ft/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Back of Queue ( Q ), veh/In ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Queue Storage Ratio ( RQ ) ( 95 th percentile) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliI Control Delay ( d ), s/veh iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilillillillilI Level of Service (LOS) iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI Approach Delay, s/veh / LOS iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI pp Intersection Delay, s/veh / LOS 1.8 1.8 EB WB NB L T R1 L T R L T !11111111111111111111illillillilli,,,,,,,,,,,,,,,,,,IIIIIIIIIIII 14 47 illilliillillillillillillilliillillillillillillillillillillillilliillillilillillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillilI 45 2 iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillilI 41 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillI 15 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilillilI iiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillillillillillillillillilI 5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilliillillillillillilliillillillillillillilliillillilillillilI 0.5 1.8 iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillililllllllllllllIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillI 1.8 0.1 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillililI 1.6 iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI 0.6iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillilI 0.2 0.06 0.00 0.00 0.01 0.00 0.00 0.00 6.4 7.6 7.6 7.7 8.7 8.1 14.6 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillI A A iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI A A iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliilililililililililililililililililililI11111111111 A iiiiiiillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillI A iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillillillilillillllllllll11111111IIIIIIIIIIIIIIIIIIIII,1111,11,11,11,11,11,11illillillillillillillillil1111,11,llillillillillilillillillillillillillillilliilliillillililI IIIIIIIIIIIIIIIIIIIII11111111 1111111 B 7.iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillill4liilliillillillillillillilliillillillillillillilli1111111111111111111111ilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillill�illillilillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliililI AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,illillillillililI 8.6 111111 A 14.6 11� iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilliillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillilllI 11111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 9.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillilli�������illillilliillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillill1lilill1lill1111111111111111111111illillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillill������illillillillillillilliilillilI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI 1111111111111111111111111111111 0.5 6.4 7.6 7.6 16.9 19 4 8.1 ME 0.6 8.7 M 1.6 7.7 E& 0.1 14.6 0.2 B A all B Page 421 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I I I� ���� II� II� I � I �II .w I �„ � III m I .... � �. I u� II I � � I I III � � I � I � �, ����� a ��� � I u � I I� � � �I I �� � u I � I, � I I � I I I�� �� I C I �I wl ...IIV� it ... ..�l. I e ..., ..�v ..��� II W iW ..�. ...IIII uu iW W W � � I I I I I I I I I � I � I �� �� III � ��, � II IIIII � � � IIIII I �I� � I �� � II �� I � �� �� ����� ��II� � � �� � �� �� I � �� � � I � II �� II �� �� �� � � I, Illlr� IIIII � III �w. �llll IIIII w � � IIIII IIIII III � IIIII IIIII IIIII � Illlr� � IIII III �� IIIII IIII � IIIIII � IIIII � � III IIIII � � � IIIII w Illlr IIIII � IIIII w � IIIII � � ����� � IIIII IIIII � IIIII ��� ,IIIII ���� � � ����� � � IIIII IIII 2032 1 u 1 6 "I'llIIIII I IIII""11III ,Illull!°IIIII � �II :ItI u Page 422 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period PM PHF 0.95 � �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lliillillillillillillilliillill� Urban Street I L RTE 62 ALGONQU I N ... ��N ��L �������62 liillillillillillillilliillillil� lillillillillillillil� Analysis lillillil� llillillillillillilliillillillillillillilliillil� ll� illillillillillillill� llillilliillillillillillillillii� illilliillillillilli� llilliillillil� illillilliillillill� llillillillillil� liillillillillil� Year EXISTING 2025 Analysis Period ��N ������0 �������25 �������6�������21-L lilliillillillillil� llillillillillillilliillillillillillillillillillillilliillillillillillillilliillillililill�ill�ill�ill�� 1 > 7:00 ���� ' ., °°���� ,c ntorsection I @ L I N E MAN F it e Name 2 I P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 38 611 7 5 759 68 7 1 2 56 1 43 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information �����������9� � ���������� ������e ������ ����������21 ���������� �����������C �5� c�I�������e s 5 5 Rellllf re n ce Phase y1111111111111111111111 �� ""I 1111:� �.��� ���� 1111, �. Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliillillillillillillillillillillilliillillillilli Green 0.2 1.2 32.9 ""l 6.7 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 38 611 7 5 759 68 7 1 2 56 1 43 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 13 4 60 3 1 16 9 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 225 0 115 0 0 0 300 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 45 45 45 45 45 45 45 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 85.0 15.0 85.0 20.0 20.0 Yellow Change Interval (Y), s 3.0 4.5 3.0 4.5 4.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 1.5 Minimum Green ( Gm►n), s 3 15 3 15 8 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 5.0 5.0 Recall Mode Off Min Off Min Off Off Dual Entry No Yes No Yes Yes Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 20.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� IIIII � ��� 1 " � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � � � IIIII IIIII V ii�.u����������� �5 �1�5'3 ����� ,,,,,,,,,,, �...........IIIII I�1111 IIIII°������� �11111:�'�°''�° L ����� Page 423 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period PM PHF 0.95 �- ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� Urban Street I L RTE 62 ALGONQU I N ... ��N ��L �������62 illillilliillillillillillillilli� illillillillillillill� Analysis llilliill� illilliillillillillillillilliillillillillillilli� li� lliillillillillillill� llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� Year EXISTING 2025 Analysis Period ��N ������0 �������25 �������6�������21-L lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� 1 > 7:00 ���� ' ., °°���� ,c ntorsection I @ L I N E MAN F it e Name 2 I P M .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 38 611 7 5 759 68 7 1 2 56 1 43 Signal Information ���������� �����������C �����������9� � ���������� ������e ������ ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 5 c�I�������e s 5 5 Rellllf re n ce Phase y1111111111111111111111 �� 1111:� �.��� ���� 1111, �. Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillil llillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliilillillil illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliilillillilliillillillillillillilliillillillilli Green 0.2 1.2 32.9 6.7 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 1.1 4.0 1.1 3.0 8.0 6.0 Phase Duration, s 4.4 40.0 3.2 38.9 12.7 12.7 Change Period, ( Y+R � ), s 3.0 6.0 3.0 6.0 6.0 6.0 Max Allow Headway (MAH ), s 4.0 6.2 4.0 6.2 7.5 7.5 Queue Clearance Time ( g S ), s 2.5 6.4 2.1 8.3 3.4 5.7 Green Extension Time ( g e ), s 0.0 24.7 0.0 24.5 0.9 0.8 Phase Call Probability 0.46 1.00 0.08 1.00 0.83 0.83 Max Out Probability 0.00 0.08 0.00 0.09 0.03 0.06 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 40 326 325 5 799 72 11 59 46 Adjusted Saturation Flow Rate ( s ), veh/h/In 1626 1938 1930 963 1859 1598 1206 1335 1616 Queue Service Time ( g S ), s 0.5 4.4 4.4 0.1 6.3 1.1 0.0 2.3 1.5 Cycle Queue Clearance Time ( g � ), s 0.5 4.4 4.4 0.1 6.3 1.1 1.4 3.7 1.5 Green Ratio (g/C) 0.62 0.61 0.61 0.59 0.59 0.59 0.12 0.12 0.12 Capacity ( c ), veh/h 464 1178 1174 341 2185 939 254 255 193 Volume -to -Capacity Ratio (X) 0.086 0.277 0.277 0.015 0.366 0.076 0.042 0.231 0.240 Back of Queue ( Q ), ft/In ( 95 th percentile) 5 46 45 1 67 10 6 34 25 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.2 1.8 1.8 0.0 2.6 0.4 0.2 1.3 1.0 Queue Storage Ratio (RQ) (95 th percentile) 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.12 0.00 Uniform Delay ( d i ), s/veh 4.6 5.2 5.2 4.9 6.1 5.0 21.8 24.0 22.3 Incremental Delay ( d 2 ), s/veh 0.1 0.0 0.0 0.0 0.0 0.0 0.1 1.0 1.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 4.7 5.2 5.2 5.0 6.1 5.0 22.0 25.0 23.7 Level of Service (LOS) A A A A A A C C C Approach Delay, s/veh / LOS 5.2 A 6.0 A 22.0 C 24.4 C Intersection Delay, s/veh / LOS 6.9 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.63 B 1.86 B 2.43 B 2.28 B Bicycle LOS Score / LOS 1.06 A 1.21 A 0.50 A 0.66 A P 1 II AI 1, 11,111,11 IIII I�11 lllf°°°�' I ���'( i t Page 424 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period PM PHF 0.95 � ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� illillilliillillillillillillilli� illillillillillillill� llilliill� illilliillillillillillillilliillillillillillilli� li� Urban Street I L RTE 62 ALGONQU I N ... Analysis Year EXISTING 2025 IIIIIIIII61IIIIII21 IIIIIIIII61IIIIIII21-LIIIIIIIIIIIN lliillillillillillill� llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Analysis Period 1 > 7:00 ���� ' °°���� ,c IllllllntorsectionIIIIIIIL @ LIIIIIIIIIINNEMAN File Name 21IIIIIIII01IIIIIIIII25 PM.xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 38 611 7 5 759 68 7 1 2 56 1 43 Signal Information IIIIIIIIIIIIIIIIIIIIIC IIIIII IIIIIIIIIII91 I IIIIIIIIIIRe°Illfllllllerence ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... IIIIIIIIII21 5" ;IIIIIIIIII cll�lllllle s 55 Phase yIIIIIIIIIIIIIIIIIIIIII L..J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III L..J ,� ,��� IIIIIIII ... ...' III�� IIIII 011llllllllff°Inset, s 0 Re°Illfllllllerence Point Beginllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.2 1.2 32.9 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6.7 0.0 0.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �. Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.899 0.969 1.000 0.532 0.977 0.992 1.000 0.875 1.000 0.930 1.000 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.747 0.725 0.703 0.000 Right -Turn Adjustment Factor (fRT) 0.996 0.996 0.000 0.847 0.000 0.725 0.850 0.850 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 1.00 Movement Saturation Flow Rate (s), veh/h 1626 3824 44 963 3719 1598 844 121 241 1335 37 1579 Proportion of Vehicles Arriving on Green (P) 0.02 0.61 0.61 0.00 0.59 0.59 0.12 0.12 0.12 0.12 0.12 0.12 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.23 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.0 6.0 3.0 6.0 6.0 6.0 Green Ratio (g/C) 0.62 0.61 0.59 0.59 0.12 0.12 Permitted Saturation Flow Rate (sp), veh/h/In 621 0 422 0 1381 1335 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 33.0 0.0 32.9 0.0 6.7 6.7 Permitted Service Time (gu), s 26.6 0.0 27.6 0.0 5.2 5.3 Permitted Queue Service Time (gps), s 0.4 0.1 0.0 2.3 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.8 0.0 Queue Service Time Before Blockage (gfs), s 0.2 Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 0.972 0.000 1.198 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.058 0.000 0.063 0.000 0.123 0.000 0.123 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 1216.28 4.29 1175.01 4.76 238.88 21.68 238.88 21.68 Bicycle Fw / F� -3.64 0.57 -3.64 0.72 -3.64 0.02 -3.64 0.17 aae o Page 426 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I � I I �� II� II� � ��I I �� .w I � � � � �„ � III m �I �. I u II I ��� �� u � ��II ��� 11 II II I p, III ...IIW I i ��.� ...� i ..�� I ..� ..� ..��� W w ..�. ...III w w w I � illl I I uVl���� I ull����� ull����� �I I I I I I I � I � I III �II IIIII � � � IIIII �I� � I �� �� � li �� I � �� �� ����� ��I � �� � �� �� I � �� � � I � li �� li �� �� � �� �� 6 IIIIIP w � � iiii IIIII III , � iiiii IIIII IIIII � iiiir� � III, III �� IIIII Ill�.iiiiIIIIII � IIIII II�. � � III IIIII � I� �� � IIIII w iiiir IIIII � iiii w � iiii � � ����� IIIII IIIII � � � ����� � � ���� w IIIII IIIII 1) 2 5 Iilll11 2 IIIII IIIINIIl Page 427 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period PM PHF 0.95 � �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lliillillillillillillilliillill� Urban Street I L RTE 62 ALGONQU I N ... ��N ��L �������62 liillillillillillillilliillillil� lillillillillillillil� Analysis lillillil� llillillillillillilliillillillillillillilliillil� l� lillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillill� Year N B 2032 ������0 �������3������2 ������6�������21-L llillilliillillillillillillillii� illilliillillillilli� llilliillillil� illillilliillillill� llillillillillil� liillillillillil� Analysis Period �N lilliillillillillil� llillillillillillilliillillillillillillillillillillilliillillillillillillilliillillililill�ill�ill�ill�� 1 > 7:00 ���� , k, °°���� ,c ntorsecti o n I @ L I N E M A N F i t e Name 2 N B I P M . x u s Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 38 627 7 5 808 73 7 1 2 58 1 44 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ������e ���������� �����������C � �����������9� � ���������� ������ ����������21 "'�1 5���������8�� c�I�������e s Rellllf re n ce Phase �� �.��� ���� Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil llillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillilli li lillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilil illillillillillillilliillillillillillillilliillillilillillillillillilillilli illillillillillillilliillillilillillillillilli llillillilliillillillillillill lillilillillillillillillillillillilliillillillilli Green 0.2 1.2 35.6 6.9 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 38 627 7 5 808 73 7 1 2 58 1 44 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 13 4 60 3 1 16 9 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 225 0 115 0 0 0 300 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 45 45 45 45 45 45 45 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 85.0 15.0 85.0 20.0 20.0 Yellow Change Interval (Y), s 3.0 4.5 3.0 4.5 4.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 1.5 Minimum Green ( Gm►n), s 3 15 3 15 8 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 5.0 5.0 Recall Mode Off Min Off Min Off Off Dual Entry No Yes No Yes Yes Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 20.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 ��� ����� ���IIIII ��� ,����� �� ���� ����� ��� � �� ������� ���� ��� i���l IIIII IIIII �� � �������,�� ,��� �� IIIII IIIII ���.����IIIII� � �� IIIII ���.�� �� �� ��� ��� ��� �� ����� IIIII � ��� 11 � � i��� ����� � �� ����� ������ ��� ���� �� ��� �� ������ � ��������� �� �� ����� ����� ��� ����� �� � � � � IIIII IIIII "��� 03 ����� IIII�il� IIIIIIIIIIIIPI� °����� 111,1111 I IIIII�11 IIIII°°)IIIII III,:km�:I �V Page 428 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period PM PHF 0.95 �- �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� Urban Street I L RTE 62 ALGONQU I N ... ��N ��L �������62 illillilliillillillillillillilli� illillillillillillill� Analysis llilliill� illilliillillillillillillilliillillillillillilli� l� lillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Year N B 2032 ������0 �������3������2 ������6�������21-L llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� Analysis Period �N lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� 1 > 7:00 ���� , ., °°���� ,c ntorsecti o n I @ L I N E M A N F i t e Name 2 N B I P M . x u s Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"�I'l Demand Information �l""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""I'll",,���������������'ll""I'll""�I'll,'ll"' EB 'I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll",'ll"�"I'll"�"�I'll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll",'ll""�I'll""�I'll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll",'ll""I'll""�I'll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�,'ll"�"I'll"�"�II SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 38 627 7 5 808 73 7 1 2 58 1 44 Signal Information ���������� �����������C � �����������9� � ���������� ������e ������ ����������21 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "'�1 5���������8�� c�I�������e s Rellllf re n ce Phase �� �.��� ���� Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillil llillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillilli li lillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilil illillillillillillilliillillillillillillilliillillilillillillillillilillilli illillillillillillilliillillilillillillillilli llillillilliillillillillillill lillilillillillillillillillillillilliillillillilli Green 0.2 1.2 35.6 6.9 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 1.1 4.0 1.1 3.0 8.0 6.0 Phase Duration, s 4.4 42.8 3.2 41.6 12.9 12.9 Change Period, ( Y+R � ), s 3.0 6.0 3.0 6.0 6.0 6.0 Max Allow Headway (MAH ), s 4.0 6.2 4.0 6.2 7.5 7.5 Queue Clearance Time ( g S ), s 2.5 6.6 2.1 8.9 3.6 6.1 Green Extension Time ( g e ), s 0.0 26.9 0.0 26.7 0.9 0.8 Phase Call Probability 0.48 1.00 0.08 1.00 0.86 0.86 Max Out Probability 0.00 0.11 0.00 0.11 0.03 0.08 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 40 334 333 5 851 77 11 61 47 Adjusted Saturation Flow Rate ( s ), veh/h/In 1626 1938 1930 963 1859 1598 1186 1335 1616 Queue Service Time ( g S ), s 0.5 4.6 4.6 0.1 6.9 1.2 0.0 2.6 1.6 Cycle Queue Clearance Time ( g � ), s 0.5 4.6 4.6 0.1 6.9 1.2 1.6 4.1 1.6 Green Ratio (g/C) 0.63 0.62 0.62 0.61 0.60 0.60 0.12 0.12 0.12 Capacity ( c ), veh/h 451 1210 1205 340 2247 965 242 243 188 Volume -to -Capacity Ratio (X) 0.089 0.276 0.276 0.016 0.378 0.080 0.043 0.251 0.252 Back of Queue ( Q ), ft/In ( 95 th percentile) 6 49 48 1 75 11 6 39 27 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.2 1.9 1.9 0.0 2.9 0.4 0.2 1.4 1.1 Queue Storage Ratio (RQ) (95 th percentile) 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.13 0.00 Uniform Delay ( d i ), s/veh 4.5 5.0 5.0 4.8 6.0 4.8 23.1 25.5 23.7 Incremental Delay ( d 2 ), s/veh 0.1 0.0 0.0 0.0 0.0 0.0 0.2 1.1 1.5 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 4.6 5.1 5.1 4.8 6.0 4.9 23.3 26.7 25.2 Level of Service (LOS) A A A A A A C C C Approach Delay, s/veh / LOS 5.0 A 5.9 A 23.3 C 26.0 C Intersection Delay, s/veh / LOS 6.9 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.63 B 1.86 B 2.44 B 2.28 B Bicycle LOS Score / LOS 1.07 A 1.26 A 0.50 A 0.67 A y, .� e le �� � �������� IIIII � ,����� � ����� ��� �� ���� ����� ��� ��� � ����� � � ��III IIIII IIIII �� �� ,���'�� IIIII IIIII ���.���� �� IIIII � � IIIII ���. �� ��� ��. ��� .�� ����� IIIII � �� � � � ������ �� ��.��������������� ����� �� � � ", 6 ",1 � �� ���� �� ������ �� ����� ����� � ����� � ����� ��� � ����� � �� � ���� ��� IIIII IIIII u , �i „' u ° m IIIII' llll ';ii �1 IIIII' u' IIIII :IIVIC I �V Page 429 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst M KP Analysis Date Apr 21, 2025 Area Type Other ""'' �'° . Jurisdiction IDOT Time Period PM PHF 0.95 � �r ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� illillilliillillillillillillilli� illillillillillillill� llilliill� illilliillillillillillillilliillillillillillilli� l� lillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Urban Street I L RTE 62 ALGONQU I N ... Analysis Year N B 2032 IIIIIIII61IIIIIIII21-LIIIIIIIIIIN IIIIIIIII61IIIIII21 llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Analysis Period 1 > 7:00 ���� , k, °°���� ,c IIIIIIIntorsectionIIIIIIIL @ LIIIIIIIIIINNEMAN File Name 21IIIIIIII01IIIIIIIII31IIIIII21 NB PM.xus Project Description CLOUD HQ ""�� °"°�����-°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I"�ll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I Demand Information 'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",,���������������'ll""I'll",'ll""I'll' EB "'I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll"�"I'll"�,'ll,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll""�I'll""�I'll",'ll,'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll"�"I'll"�,I SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 38 627 7 5 808 73 7 1 2 58 1 44 Signal Information ���������� IIIIIIIIIIIC � IIIIIIIIIII91 � ���������� ������ ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... IIIIIIIIII21 "' IIIIIIIII I IIIIIIII III 5�IIIIIIII81I cII�IIIIIIe s Re°IIIfIIIIIIe re n ce Phase yIIIIIIIIIIIIIIIIIIIII��� ��; I �� �.��� ���� 1111, i , OIIIIIIIIIIff°IIIset, s 0 Re°IIIfIIIIIIerence Point BeginIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.2 I �I 1.2 35.6 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���� 6.9 0.0 0.0 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �. Uncoordinated Yes Simult. Gap E/W IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV On Yellow 3.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII����. 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.899 0.969 1.000 0.532 0.977 0.992 1.000 0.875 1.000 0.930 1.000 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.734 0.713 0.703 0.000 Right -Turn Adjustment Factor (fRT) 0.996 0.996 0.000 0.847 0.000 0.713 0.850 0.850 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 1.00 Movement Saturation Flow Rate (s), veh/h 1626 3825 43 963 3719 1598 830 119 237 1335 36 1580 Proportion of Vehicles Arriving on Green (P) 0.02 0.62 0.62 0.00 0.60 0.60 0.12 0.12 0.12 0.12 0.12 0.12 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.23 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.0 6.0 3.0 6.0 6.0 6.0 Green Ratio (g/C) 0.63 0.62 0.61 0.60 0.12 0.12 Permitted Saturation Flow Rate (sp), veh/h/In 592 0 416 0 1380 1335 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 35.8 0.0 35.6 0.0 6.9 6.9 Permitted Service Time (gu), s 28.7 0.0 30.2 0.0 5.3 5.3 Permitted Queue Service Time (gps), s 0.5 0.1 0.0 2.6 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.8 0.0 Queue Service Time Before Blockage (gfs), s 0.3 Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 0.972 0.000 1.198 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.057 0.000 0.061 0.000 0.126 0.000 0.126 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 1249.10 4.15 1208.54 4.61 233.01 22.98 233.01 22.98 Bicycle Fw / F� -3.64 0.58 -3.64 0.77 -3.64 0.02 -3.64 0.18 aae o Page 431 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- I 1I� 1I� � ��1 I �� .w 1 � � � � �„ � III II• �1 �. I II u I ill W �� i �� I I �������� III � u��� ������ ����� I ������ �� ��� ������ u��„� ����� i i ��� I �� ��� I III � I I I ��������� ����� �� �� ����„ ����. ����� I.... �����. ���� 1�� ����� u��� ���� I � I i � i � � i w '1 W W ...IIV� i1 ... ..�. ..., ..� ..�� �� II W W ..�. ...III W W iu 1 I I I I I � I � I III �11 IIIII � � � IIIII �I� � 1 �� li �� I �� �� � �� �� �� �� I � �� � � I � li �� li �� �� � �� ��� � � 6 �1111� I1111� w � � iiii IIIII 11� , � iiiii IIIII IIIII � iiiir� � 1111 III �� IIIII 111�.iiii � IIIII 11�. � � III IIIII � I� �� � IIIII w iiiir IIIII � iiii w � ' � iiii � � ����� I1111 11111 � � � ����� '� w w � IIIII IIIII 2032 11111j11 IIIIIIIIII 'lil!I 111111111 Illll lull IIIII 1u(L u Page 432 of 1060 HCS Signalized Intersection Input Data General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'°. Jurisdiction IDOT Time Period PM PHF 0.95 � �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lliillillillillillillilliillill� Urban Street I L RTE 62 ALGONQU I N ... ��N ��L �������62 liillillillillillillilliillillil� lillillillillillillil� Analysis lillillil� llillillillillillilliillillillillillillilliillil� illilli� llilliillillillillillillillillillillilliillillillillillillilliillillillillillillill� Year TOTAL 2032 ������0 �������3������2 �������6�������21-L llillilliillillillillillillillii� illilliillillillilli� llilliillillil� illillilliillillill� llillillillillil� liillillillillil� ��N Analysis Period lilliillillillillil� llillillillillillilliillillillillillillillillillillilliillillillillillillilliillillililill�ill�ill�ill�� 1 > 7:00 ���� , ., °°���� ,c ntorsection I @ L I N E MAN F it e Name 2 TOT I P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" Demand Information EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' WB ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 62 627 7 5 808 90 7 1 2 97 1 100 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Signal Information ������ ����������21 ���������� �����������C � ���������6���������6�� ����������2 ���������� ������e �" 11111 c�I�������e s Rellllf re n ce Phase y11111 �� ��' �.��� ���� ; Aw �. Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillilliillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillil llillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillillillillil illillilllllllllllllllIIIIIIIIIIIIIIIillillill llillillilliillillillillillill llillillillilliillillillillillillilliillilI Green 0.3 1.9 37.2 kllll 11.8 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 5 Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 62 627 7 5 808 90 7 1 2 97 1 100 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), % 13 4 60 3 1 16 9 0 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A77 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width ( W ), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 225 0 115 0 0 0 300 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 45 45 45 45 45 45 45 45 45 45 45 45 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 85.0 15.0 85.0 20.0 20.0 Yellow Change Interval (Y), s 3.0 4.5 3.0 4.5 4.5 4.5 Red Clearance Interval ( R�), s 0.0 1.5 0.0 1.5 1.5 1.5 Minimum Green ( Gm►n), s 3 15 3 15 8 8 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 2.0 3.0 2.0 5.0 5.0 Recall Mode Off Min Off Min Off Off Dual Entry No Yes No Yes Yes Yes Walk (Walk), s 0.0 0.0 7.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 20.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 0.0 No 25.0 Walkway / Crosswalk Width / Length, ft 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 9.0 12.0 0.0 Street Width / Island / Curb, ft 0.0 0 No 0.0 0 No 0.0 0 No 0.0 0 No Width Outside / Bike Lane / Shoulder, ft 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 12.0 5.0 2.0 Pedestrian Signal /Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 �� ��� ������ IIIII ��� ,������ �� ���� ����� ��� � �� ������� � ��� i���l IIIII IIIII �� � ������� ,��� �� IIIII IIIII ���.���� IIIII �.�� IIIII ���.�� �� �� ��� ��� ��� �� ����� Illlh � �� ����� ��� .� i��� ����� � �� ����� ������ ��� ���� �� 1 ��� �� ������ � �������� �� �� ���� ������ ��� ����� �� � ���� � ��� 1� ��� � � ��� ����� ����� ���� ����� � �, � � ����� ��������� � IIII ���� IIIII IIII Page 433 of 1060 HCS Signalized Intersection Results Summary General Information Intersection Information ,1°' ���� �"���� �° I* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'°. Jurisdiction IDOT Time Period PM PHF 0.95 �- �����. �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lliillillillillillillilliillill� Urban Street I L RTE 62 ALGONQU I N ... ��N ��L �������62 liillillillillillillilliillillil� lillillillillillillil� Analysis lillillil� llillillillillillilliillillillillillillilliillil� illilli� llilliillillillillillillillillillillilliillillillillillillilliillillillillillillill� Year TOTAL 2032 ������0 �������3������2 �������6�������21-L llillilliillillillillillillillii� illilliillillillilli� llilliillillil� illillilliillillill� llillillillillil� liillillillillil� ��N Analysis Period lilliillillillillil� llillillillillillilliillillillillillillillillillillilliillillillillillillilliillillililill�ill�ill�ill�� 1 > 7:00 ���� , ., °°���� ,c ntorsection I @ L I N E MAN F it e Name 2 TOT I P M .xus Project Description CLOUD HQ ""� � ° "° �����' � "' '� � ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll",'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll Demand Information ""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,,���������������'ll"�"I'll"�"�I'll'll"�" EB �I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll"�"I'll"�"I'll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""�I'll"'ll""�I'll""�I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll"�,'ll"�"I'll"�"I'll"�,'ll"�"I'll"�'ll"�"I'll"�"�IlI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 62 627 7 5 808 90 7 1 2 97 1 100 Signal Information ������ ����������21 ���������� �����������C � ���������6���������6�� ����������2 ���������� ������e ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... �" 11111 c�I�������e s Rellllf re n ce Phase y11111 �� ��' �.��� ���� ; Aw �. Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillilliillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillil llillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillillillillil illillilllllllllllllllIIIIIIIIIIIIIIIillillill llillillilliillillillillillill llillillillilliillillillillillillilliillilI Green 0.3 1.9 37.2 kllll 11.8 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 5 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 1.1 4.0 1.1 3.0 8.0 6.0 Phase Duration, s 5.2 45.1 3.3 43.2 17.8 17.8 Change Period, ( Y+R � ), s 3.0 6.0 3.0 6.0 6.0 6.0 Max Allow Headway (MAH ), s 4.0 6.2 4.0 6.2 7.8 7.8 Queue Clearance Time ( g S ), s 3.1 7.6 2.2 10.6 5.9 10.6 Green Extension Time ( g e ), s 0.1 26.9 0.0 26.6 1.9 1.5 Phase Call Probability 0.70 1.00 0.09 1.00 0.98 0.98 Max Out Probability 0.00 0.11 0.00 0.12 0.20 0.67 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 65 334 333 5 851 95 11 102 106 Adjusted Saturation Flow Rate ( s ), veh/h/In 1626 1938 1930 963 1859 1598 941 1335 1613 Queue Service Time ( g S ), s 1.1 5.6 5.6 0.2 8.6 1.8 0.0 4.8 3.8 Cycle Queue Clearance Time ( g � ), s 1.1 5.6 5.6 0.2 8.6 1.8 3.9 8.6 3.8 Green Ratio (g/C) 0.61 0.59 0.59 0.57 0.56 0.56 0.18 0.18 0.18 Capacity ( c ), veh/h 420 1147 1142 312 2092 899 259 268 285 Volume -to -Capacity Ratio (X) 0.155 0.292 0.292 0.017 0.407 0.105 0.041 0.380 0.372 Back of Queue ( Q ), ft/In ( 95 th percentile) 13 74 72 2 115 21 7 74 65 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.5 2.9 2.9 0.0 4.5 0.8 0.2 2.8 2.6 Queue Storage Ratio (RQ) (95 th percentile) 0.06 0.00 0.00 0.01 0.00 0.00 0.00 0.25 0.00 Uniform Delay ( d i ), s/veh 6.0 6.7 6.7 6.5 8.2 6.7 22.6 27.7 24.0 Incremental Delay ( d 2 ), s/veh 0.2 0.1 0.1 0.0 0.0 0.0 0.1 1.9 1.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 6.2 6.7 6.7 6.5 8.2 6.7 22.7 29.6 25.7 Level of Service (LOS) A A A A A A C C C Approach Delay, s/veh / LOS 6.7 A 8.1 A 22.7 C 27.6 C Intersection Delay, s/veh / LOS 9.8 A Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.64 B 1.87 B 2.43 B 2.28 B Bicycle LOS Score / LOS 1.09 A 1.27 A 0.50 A 0.83 A yl 0 IIIII IIII�11 IIIII �� IIII II �1111 I � Page 434 of 1060 HCS Signalized Intersection Intermediate Values General Information Intersection Information ,1°' ���� �"���� �° °* Agency GHA Duration, h 0.250 ����� Analyst MKP Analysis Date Jul 2, 2025 Area Type Other ""'' �'°. Jurisdiction IDOT Time Period PM PHF 0.95 � ���I �1 �llilliillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillii� lily il� ll� lillillilliillillillillillillil� illillilliillillillillillillilli� illillillillillillill� llilliill� illilliillillillillillillilliillillillillillilli� illilli� llillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Urban Street I L RTE 62 ALGONQU I N ... Analysis Year TOTAL 2032 ��N ������0 �������3������2 ��N �������6�������21-L ��L �������62 llillillilliillillillillillillil� illillilliillillilli� llillilliillil� illillillilliillill� llillillillillil� lilliillillillil� lillilliillillillil� liillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillill� Analysis Period 1 > 7:00 ���� , k, °°���� ,c ntorsection I @ L I N E MAN F it e Name 2 TOT I P M .xus Project Description CLOUD HQ ""�� °"°����� -°'°' �� ��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",'ll""�I'll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"�I' Demand Information �ll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""I'll",,���������������'ll""I'll"'ll""I'll" EB "�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll"�"I'll"�,'ll"�'ll"�"I'll"�"I'll"�,'ll"�"I'll"�"I'll' ��','ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll WB NB ",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""�I'll""�I'll",'ll""'ll""�I'll""�I'll",'ll"'ll""�I'll""�I'll",'ll""I'll""I'll",'ll""'ll""I'll""I'll",'ll"'ll""I'll""I'll",'ll"�"I'll"�"I'll"�,'ll"�"�'ll"�"I'll"�"I'll"�,lI SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 62 627 7 5 808 90 7 1 2 97 1 100 Signal Information ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "' C cIe s 66 2 Rellllference Phase 21 Offset, s 0 Reference Point Begin iiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillil llillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillilillillili illillillillillillilliillillillillillillillili illillillilliillillillillillil illilillillilillillillillillillillilliillillillill Green 0.3 1.9 37.2 11.8 0.0 0.0 Uncoordinated Yes Simult. Gap E/W On Yellow 3.0 0.0 4.5 4.5 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 1.5 1.5 0.0 0.0 Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHvg) 0.899 0.969 1.000 0.532 0.977 0.992 1.000 0.875 1.000 0.930 1.000 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (faa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (fLT) 0.952 0.000 0.952 0.000 0.582 0.566 0.703 0.000 Right -Turn Adjustment Factor (fRT) 0.996 0.996 0.000 0.847 0.000 0.566 0.849 0.849 Left -Turn Pedestrian Adjustment Factor (f�pa) 1.000 1.000 1.000 1.000 Right -Turn Ped-Bike Adjustment Factor (fRpa) 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Prot. CAV Adj. Factor (fcAvprot) 1.00 1.00 Left -Turn Perm. CAV Adj. Factor (fcAvperm) 1.00 1.00 Movement Saturation Flow Rate (s), veh/h 1626 3825 43 963 3719 1598 659 94 188 1335 16 1597 Proportion of Vehicles Arriving on Green (P) 0.03 0.59 0.59 0.00 0.56 0.56 0.18 0.18 0.18 0.18 0.18 0.18 Incremental Delay Factor (k) 0.11 0.04 0.04 0.11 0.04 0.04 0.23 0.23 0.23 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (t�) 3.0 6.0 3.0 6.0 6.0 6.0 Green Ratio (g/C) 0.61 0.59 0.57 0.56 0.18 0.18 Permitted Saturation Flow Rate (sp), veh/h/In 592 0 416 0 1308 1335 Shared Saturation Flow Rate (ssn), veh/h/In 0 Permitted Effective Green Time (gp), s 38.1 0.0 37.2 0.0 11.7 11.7 Permitted Service Time (gu), s 28.7 0.0 31.6 0.0 7.8 7.9 Permitted Queue Service Time (gps), s 1.2 0.1 0.0 4.8 Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.9 0.0 Queue Service Time Before Blockage (gfs), s 0.3 Protected Right Saturation Flow (sR), veh/h/In 0 Protected Right Effective Green Time (gR), s 0.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 0.972 0.000 1.198 0.000 1.710 0.000 1.557 0.000 Pedestrian Fs / Fdelay 0.000 0.069 0.000 0.074 0.000 0.125 0.000 0.125 Pedestrian Mcomer / Mew 0.00 0.00 0.00 0.00 Bicycle ca / da 1182.13 5.53 1123.53 6.35 356.16 22.35 356.16 22.35 Bicycle Fw / F� -3. 64 0.60 -3. 64 0.78 -3. 64 0.02 -3. 64 0.34 aae o Page 436 of 1060 --- Messages --- No errors or warnings exist. --- Comments --- �I II �III �I � I II�I�" iiiir� ��II �� IIIII � IIII IIIII � I II�III 00� 5 �IIs II ii� I . II IIIIIIIII I� �ir III�i2021111111 � Iglu I �� ���� ��� � uVl��I�� III �I� � I IIIIII 2032 1 u 1 6Iu1 IIIII I I'1°IIIII IIIII°°° u Page 437 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN-ACCESS liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 4/22/2025 East/West Street ACCESS Analysis Year 2025 North/South Street LINNEMAN Time Analyzed 2025 EXIST AM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U L liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI R U liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1 0 Configuration LR TR L T Volume (veh/h) 17 2 46 41 3 91 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill �iillillillillillillilliilillillilliillillillillillillilliillillillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ������������������������������������������������������������ �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI �liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilli�����i�����l���i���l��, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilli�illillillillilliillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillillillilillillillillillillillilliillillillillilli iiiiiillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillilllllilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliilililI Median Type I Storage Left Only 5 Critical and Follow-up Headways Base Critical Headway (sec) 1 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilillillillilimiillillillillillillilliilliilillillillillillillillillilliilill���illillillillillillilliillillillillillillilillillillillilillimillillillillillillillillillilliillillillillillillilliilliililI Follow -Up Headway (sec)�� .................................................... l���� �� I: 3.53 3.33 .................................................... l�� liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilI � 2.23 = Delay, Queue Length, and Level of Service � Flow Rate, v (veh/h) 20 3 Capacity, c (veh/h) 11111111111111111 903 1497 v/c Ratio 0.02 0.00 95% Queue Length, Q95 (veh) 0.1 0.0 95% Queue Length, Q95 (ft) 2.6 0.0 Control Delay (s/veh) 9.1 7.4 ���������������������������������������������� Level of Service (LOS) _7""' j�. �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'� �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' A A Approach Delay (s/veh) 9.1 0.2 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 4/22/2025 11:08:15 AM 2025 EXIST LIN-ACS AM.xtw Page 438 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN-ACCESS liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 4/22/2025 East/West Street ACCESS Analysis Year 2032 North/South Street LINNEMAN Time Analyzed 2032 NB AM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U L liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI R U liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1 0 Configuration LR TR L T Volume (veh/h) 17 2 47 41 3 96 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill �iillillillillillillilliilillillilliillillillillillillilliillillillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ������������������������������������������������������������ �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI �liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilli�����i�����l���i���l��, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilli�illillillillilliillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillillillilillillillillillillillilliillillillillilli iiiiiillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillilllllilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliilililI Median Type I Storage Left Only 5 Critical and Follow-up Headways Base Critical Headway (sec) 1 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilillillillilimiillillillillillillilliilliilillillillillillillillillilliilill���illillillillillillilliillillillillillillilillillillillilillimillillillillillillillillillilliillillillillillillilliilliililI Follow -Up Headway (sec)�� .................................................... l���� �� I: 3.53 3.33 .................................................... l�� liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilI � 2.23 = Delay, Queue Length, and Level of Service � Flow Rate, v (veh/h) 20 3 Capacity, c (veh/h) 11111111111111111 899 1496 v/c Ratio 0.02 0.00 95% Queue Length, Q95 (veh) 0.1 0.0 95% Queue Length, Q95 (ft) 2.6 0.0 Control Delay (s/veh) 9.1 7.4 ���������������������������������������������� Level of Service (LOS) _7""' j�. �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'� �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' A A Approach Delay (s/veh) 9.1 0.2 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 4/22/2025 11:19:27 AM 2032 NB LI N-ACS AM.xtw Page 439 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN-ACCESS liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 07/02/2025 East/West Street ACCESS Analysis Year 2032 North/South Street LINNEMAN Time Analyzed 2032 TOT AM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U L liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI T R liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 1 0 Configuration LR TR L T Volume (veh/h) 17 2 136 41 3 169 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill �iillillillillillillilliilillillilliillillillillillillilliillillillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ������������������������������������������������������������ �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI �liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilli�����i�����l���i���l��, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilli�illillillillilliillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillillillilillillillillillillillilliillillillillilli iiiiiillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillilllllilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliilililI Median Type I Storage Left Only 5 Critical and Follow-up Headways Base Critical Headway (sec) 1 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilillillillilimiillillillillillillilliilliilillillillillillillillillilliilill���illillillillillillilliillillillillillillilillillillillilillimillillillillillillillillillilliillillillillillillilliilliililI Follow -Up Headway (sec)�� .................................................... l���� �� I: 3.53 3.33 .................................................... l�� liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilI � 2.23 = Delay, Queue Length, and Level of Service � Flow Rate, v (veh/h) 20 3 Capacity, c (veh/h) 11111111111111111 810 1382 v/c Ratio 0.02 0.00 95% Queue Length, Q95 (veh) 0.1 0.0 95% Queue Length, Q95 (ft) 2.6 0.0 Control Delay (s/veh) 9.6 7.6 ���������������������������������������������� Level of Service (LOS) _7""' j�. �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'� �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' A A Approach Delay (s/veh) 9.6 0.1 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 7/2/2025 3:48:49 PM 2032 TOT LI N-ACS AM.xtw Page 440 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN-ACCESS liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 4/22/2025 East/West Street ACCESS Analysis Year 2025 North/South Street LINNEMAN Time Analyzed 2025 EXIST AM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U L liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI R U liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1 0 Configuration LR TR L T Volume (veh/h) 36 7 102 5 0 64 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill �iillillillillillillilliilillillilliillillillillillillilliillillillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ������������������������������������������������������������ �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI �liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilli�����i�����l���i���l��, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilli�illillillillilliillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillillillilillillillillillillillilliillillillillilli iiiiiillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillilllllilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliilililI Median Type I Storage Left Only 5 Critical and Follow-up Headways Base Critical Headway (sec) 1 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilillillillilimiillillillillillillilliilliilillillillillillillillillilliilill���illillillillillillilliillillillillillillilillillillillilillimillillillillillillillillillilliillillillillillillilliilliililI Follow -Up Headway (sec)�� .................................................... l���� �� I: 3.53 3.33 .................................................... l�� liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilI � 2.23 = Delay, Queue Length, and Level of Service � Flow Rate, v (veh/h) 45 0 Capacity, c (veh/h) 11111111111111111 898 1471 v/c Ratio 0.05 0.00 95% Queue Length, Q95 (veh) 0.2 0.0 95% Queue Length, Q95 (ft) 5.1 Control Delay (s/veh) 9.2 7.4 ���������������������������������������������� Level of Service (LOS) _7""' j�. �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'� �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' A A Approach Delay (s/veh) 9.2 0.0 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 4/22/2025 11:09:47 AM 2025 EXIST LIN-ACS PM.xtw Page 441 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN-ACCESS liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 4/22/2025 East/West Street ACCESS Analysis Year 2032 North/South Street LINNEMAN Time Analyzed 2032 NB PM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U L liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI R U liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1 0 Configuration LR TR L T Volume (veh/h) 36 7 107 5 0 67 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill �iillillillillillillilliilillillilliillillillillillillilliillillillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ������������������������������������������������������������ �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI �liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilli�����i�����l���i���l��, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilli�illillillillilliillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillillillilillillillillillillillilliillillillillilli iiiiiillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillilllllilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliilililI Median Type I Storage Left Only 5 Critical and Follow-up Headways Base Critical Headway (sec) 1 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilillillillilimiillillillillillillilliilliilillillillillillillillillilliilill���illillillillillillilliillillillillillillilillillillillilillimillillillillillillillillillilliillillillillillillilliilliililI Follow -Up Headway (sec)�� .................................................... l���� �� I: 3.53 3.33 .................................................... l�� liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilI � 2.23 = Delay, Queue Length, and Level of Service � Flow Rate, v (veh/h) 45 0 Capacity, c (veh/h) 11111111111111111 893 1464 v/c Ratio 0.05 0.00 95% Queue Length, Q95 (veh) 0.2 0.0 95% Queue Length, Q95 (ft) 5.1 Control Delay (s/veh) 9.2 7.5 ���������������������������������������������� Level of Service (LOS) _7""' j�. �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'� �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' A A Approach Delay (s/veh) 9.2 0.0 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 4/22/2025 11:17:12 AM 2032 NB LIN-ACS PM.xtw Page 442 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN-ACCESS liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 07/02/2025 East/West Street ACCESS Analysis Year 2032 North/South Street LINNEMAN Time Analyzed 2032 TOT PM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U L liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI T R liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 1 1 0 Configuration LR TR L T Volume (veh/h) 36 7 148 5 0 162 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill �iillillillillillillilliilillillilliillillillillillillilliillillillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ������������������������������������������������������������ �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI �liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilli�����i�����l���i���l��, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilli�illillillillilliillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillillillilillillillillillillillilliillillillillilli iiiiiillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillilllllilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliilililI Median Type I Storage Left Only 5 Critical and Follow-up Headways Base Critical Headway (sec) 1 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillilillillillilimiillillillillillillilliilliilillillillillillillillillilliilill���illillillillillillilliillillillillillillilillillillillilillimillillillillillillillillillilliillillillillillillilliilliililI Follow -Up Headway (sec)�� .................................................... l���� �� I: 3.53 3.33 .................................................... l�� liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilI � 2.23 = Delay, Queue Length, and Level of Service � Flow Rate, v (veh/h) 45 0 Capacity, c (veh/h) 11111111111111111 825 1412 v/c Ratio 0.05 0.00 95% Queue Length, Q95 (veh) 0.2 0.0 95% Queue Length, Q95 (ft) 5.1 Control Delay (s/veh) 9.6 7.5 ���������������������������������������������� Level of Service (LOS) _7""' j�. �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'� �'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' A A Approach Delay (s/veh) 9.6 0.0 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 7/2/2025 3:50:35 PM 2032 TOT LI N-ACS PM.xtw Page 443 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ III w'I °II IIIIII " " I�' ""I IIIIII V w I 1i General Information Site Information liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillillilllillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillillIliiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillililililI Analyst MKP Intersection LINNEMAN - SITE liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillilillillillilI Agency/Co. GHA Jurisdiction LOCAL Date Performed 07/02/2025 East/West Street CLOUD Analysis Year 2032 North/South Street LINNEMAN Time Analyzed 2032 TOTAL AM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ NNNNNNNNNNNNNNNNNNN Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South NNNNNNNNNNNNNNNNNNNNI Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI L T R liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 0 1 0 Configuration LR L T TR Volume (veh/h) 49 73 89 49 99 60 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill�����������������������������������������������������������������������IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �����������������������������������������������������������������������������������������������������������������������������������liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillilllllillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillillillliillillillillillillilliillillillillillillilliilillillillillillillillilI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilliililiiiliiililiiililiiil,I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left Only 5 NNNNNNNNNNNNNNNNNNNI Critical and Follow-up Headways IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �iillillillillillillillillillillilliillillillillillillilliillillillilli �llillilliillillillillillillillillillillilliillillillillillillilliillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Base Critical Headway (sec) 7.1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6.2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �liiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4.1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service NNNNNNNNNNNNNNNNNNI Flow Rate, v (veh/h) 128 94 Capacity, c (veh/h) 828 1404 v/c Ratio 0.16 0.07 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI 95% Queue Length, Q95 (veh) 0.5 0.2 95% Queue Length, Q95 (ft) 12.8 5.1 Control Delay (s/veh) 10.1 7.7 0.1 Level of Service (LOS) B A A Approach Delay (s/veh) 10.1 5.0 Approach LOS B A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 7/2/2025 3:51:50 PM 2032 TOT LI N-SITE AM.xtw Page 444 of 1060 E III uwuuwuuuwuuuuwwluuu wuuwu ........ 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GHA Jurisdiction LOCAL Date Performed 07/02/2025 East/West Street CLOUD Analysis Year 2032 North/South Street LINNEMAN Time Analyzed 2032 TOTAL PM Peak Hour Factor 0.95 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillillilllillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilillillillill�illillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillili'll"ll"ll"ll"ll"ll"11"11"11"11"11"111"11"11"11"11"11"11"11"11"li"ll"ll'lllllllllillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilI Project Description CLOUD HQ NNNNNNNNNNNNNNNNNNN Lanes liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillillilllillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillilI J 4 1 ,. U -.11 :. 4 , __'� K- 11 71 I ty 1 r Major Street: North -South NNNNNNNNNNNNNNNNNNNNI Vehicle Volumes and Adjustments liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillllliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillilI Approach Eastbound Westbound Northbound Southbound liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI � Movement U L T liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI R liiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillillillilliillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillI liiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillI U L T R U liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilI L T R liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI liiiiiiillillillillillillilliillillillillillillilliillillilillillillill� U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillil� �liillillillillillillilliilillillilliillillillillillillilliillillillill �illillilliillillillillillillilliilillillilliillillillillillillilliill Number of Lanes 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lliillillillillillillilliillillillillillillilliillillillillillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 0 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 0 1 0 Configuration LR L T TR Volume (veh/h) 64 95 41 114 67 27 Percent Heavy Vehicles (%) 3 3 3 �liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillillilllillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill�����������������������������������������������������������������������IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Proportion Time Blocked IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �����������������������������������������������������������������������������������������������������������������������������������liiiiiiiiiiiiiiiiiiiiillilliillillillillillillilliillillillillillillI illillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillilllllillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillillillillillillillliillillillillillillilliillillillillillillilliilillillillillillillillilI illillillillillillilliillillillillillillilliillillillilI illillillillillilliillillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillilliilliililiiiliiililiiililiiil,I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left Only 5 NNNNNNNNNNNNNNNNNNNI Critical and Follow-up Headways IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �iillillillillillillillillillillilliillillillillillillilliillillillilli �llillilliillillillillillillillillillillilliillillillillillillilliillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Base Critical Headway (sec) 7.1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6.2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �liiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4.1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service NNNNNNNNNNNNNNNNNNI Flow Rate, v (veh/h) 167 43 Capacity, c (veh/h) 887 1488 v/c Ratio 0.19 0.03 liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillilllillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilI 95% Queue Length, Q95 (veh) 0.7 0.1 95% Queue Length, Q95 (ft) 17.9 2.6 Control Delay (s/veh) 10.0 7.5 0.1 Level of Service (LOS) A A A Approach Delay (s/veh) 10.0 2.1 Approach LOS A A Copyright © 2025 University of Florida. All Rights Reserved. HCS "' TWSC Version 2024 Generated: 7/2/2025 3:53:06 PM 2032 TOT LI N-SITE PM.xtw Page 445 of 1060 Preliminary/Final PUD Stormwater Management Report Mount Prospect Technology Campus Mount Prospect, Illinois Prepared For: CloudHQ LLC 1212 New York Avenue NW, Suite 1000 Washington, DC 20005 Prepared By: Monica Hue, P.E. 625 Forest Edge Drive Vernon Hills, Illinois 60061 GHA Project #5253.220 August 29, 2025 MONICA X. H LIE : rq 062 - 071 6 Page 446 of 1060 Table of Contents 1 Introduction.......................................................................................................1 2 Existing Conditions...........................................................................................1 3 Proposed Stormwater Management...* as****** *****a so ****so o*2 4 Summary............................................................................................................4 List of Tables Table 1: Proposed Detention and Volume Control Summary....................................................... 2 Table 2: Seasonal High Groundwater Levels Summary................................................................ 3 List of Exhibits Exhibit 1 — Location Map Exhibit 2 — FEMA Flood Hazard Map Exhibit 3 — Proposed Drainage Exhibit — Full Build -Out Concept List of Appendices Appendix A — Required Detention and Volume Control Calculations Appendix B — Provided Detention and Volume Control Calculations Appendix C — SHGWL Confirmation Email and Soil Boring Logs Appendix D — Preliminary Storm Sewer Calculations ii Page 447 of 1060 Mount Prospect Technology Campus August 29, 2025 GHA Project #5253.220 Page 1 of 4 1 Introduction The following is a summary report of the stormwater management improvements proposed for the development of a technology campus at 1200 E. Algonquin Road in the Village of Mount Prospect, Illinois. The entire property will be reconstructed. There will be new data centers and associated site work (CloudHQ portion) as well as a new substation yard northwest of the property (ComEd portion). The property redevelopment of the technology campus will be split into phases. The development of the technology campus was originally approved under MWRD Permit #23-015 and MWRD Permit Revision RL #24-03 5 . However, the geometry of the full build -out within the campus along with the location of the stormwater storage facilities have changed, requiring new PUD approval and permits to be applied for the revised development. Note the construction of the substation development east of Linneman Road under MWRD Permit #23-015 and Revision RL #24- 035 has been complete, and closeout for this substation development is underway with the Village and MWRD. This stormwater report therefore only focuses on the revised technology campus development west of Linneman Road. This report includes documentation of the procedures, assumptions and data used to design the proposed stormwater management facilities in compliance with the requirements of both the Village of Mount Prospect and the Metropolitan Water Reclamation District (MWRD) Watershed Management Ordinance (WMO). The detention and volume control design satisfies the full -build out development. 2 Existing Conditions The existing 43.44-acre property at 1200 E. Algonquin Road is located in a separate sewer area of the Village of Mount Prospect. The existing conditions of the entire property has been demolished under the issued MWRD Earthwork Permit #22-6002. A new MWRD Earthwork Permit is under review for the relocation of the temporary sediment basin in preparation for the revised site plan. Prior to the demolition, the site was occupied by United Airlines and contained several existing buildings, asphalt parking areas, interior drives, pedestrian pathways, and a detention pond as shown in Exhibit 1. The owner purchased the eastern portion of the United Airlines property as outlined in the exhibit. The detention pond at the east end of the site was built prior to 1972. Per MWRD Permit # 1986-0760, this pond provided detention for a portion (25.78 acres) of the eastern end of the site. The restricted/detention service area for the basin prior to demolition covers around half of the 43.44- acre property. The control structure discharged stormwater from the pond east to an existing Village of Mount Prospect sewer on Linneman Road. Per MWRD Permit #2012-0282, the detention basin northwest of the property and south of Dempster only services the adjacent United Airlines property to the west. Exhibit 2 shows the FEMA Flood Hazard map for the site. There is no regulatory floodplain, wetlands, and riparian environments on or within 100 feet of the development. The site does not have sub -surface contamination. fil GEWALT HAMILTON n ASSOCIATES, INC. Page 448 of 1060 Mount Prospect Technology Campus August 29, 2025 GHA Project #5253.220 Page 2 of 4 3 Proposed Stormwater Management Detention and Volume Control Design As shown in Exhibit 3, the C1oudHQ portion with 40.34 acres of project area assumes there will be 82% of impervious area. A fully walled basin and an underground vault are proposed for detention and volume control storage for the CloudHQ portion. The two facilities have the same detention high water level (HWL) elevation at 668. The volume control is provided within 18" of soil media mix and 9" of surface storage within Basin #1. The detention and volume control storage for Basin #1 is between elevations 661 and 668. The detention and volume control storage for the underground vault is between elevations 662.33 and 668. There is only 0.51 acre of unrestricted area around the northern and eastern perimeters of the property, including a small portion of the new entrance drive. This unrestricted area is small and less than 5% of the detention service area. The unrestricted release is therefore negligible and can be ignored. The control structure for the C1oudHQ portion will be located around the same location as the control structure from the pond of the pre-existing site, which will connect to the existing Village storm sewer on Linneman Road. The proposed substation (ComEd) portion with 3.10 acres of project area assumes there will be 82% of impervious area. The substation will have its own detention basins (Basins #2A and #2B) for detention and volume control storage. The basins are also proposed to be fully walled. The detention storage in the basins are between elevations 663.5 and 668 via surface storage and between elevations 662.5 to 663 via soil media mix. Volume control is provided in the soil media mix and surface storage from 662.5 and 663.5. The control structure for the substation is located east of Basin #2A, which then ties into the downstream end of the C1oudHQ portion's control structure prior to discharging to the Village storm sewer on Linneman Road. The table below summarizes the stormwater requirements and provided storage for the C1oudHQ and ComEd developments. Since the disturbance area is a complete redevelopment, regular MWRD Schedule D with Bulletin 75 rainfall data is used to compute the required detention volume. The allowable release rate for detention uses 0.20 cfs/acre within the Des Plaines River watershed. Detention and volume control calculations are enclosed. Detention and volume control calculations are provided in Appendices A and B. Table 1: Proposed Detention and Volume Control Summary Stormwater Requirements C1oudHQ Development Substation — ComEd Project Area AC) 40.34 3.10 Impervious Area AC 33.08 2.53 Required Volume Control (AC -FT) 2.76 0.21 Required Detention AC -FT 12.90 1.18 fil GEWALT HAMILTON n ASSOCIATES, INC. Page 449 of 1060 Mount Prospect Technology Campus August 29, 2025 GHA Project #5253.220 Page 3 of 4 Required Total Storage (Volume Control + Detention) (AC -FT) 15.66 1.39 Provided Detention Storage AC -FT 13.81 2.24 Provided Volume Control Storage (AC -FT) 2.97 0.27 Total Provided Storage (AC -FT) 16.78 2.51 Allowable Release 0.20 cfs/ac) (CFS) 8.07 0.62 Actual Release at HWL CFS 8.06 0.62 Actual Restrictor Size 9.9" 3.3" Based on a confirmation email on the seasonal high groundwater levels (SHGWL) of the basin at the campus from the geotechnical engineer, there is at least a 2' separation between the bottom of the volume control and SHGWL. The confirmation email and soil boring logs are enclosed in Appendix C. The table below summarizes the SHGWL and the bottom of the volume control facilities for the C1oudHQ and substation ComEd developments. Table 2: Seasonal High Groundwater Levels Summary ECS Bore # SHGWL Bottom of Volume Control Vault B-12 659 662.33 Basin #1 B-9 659 661 Basin #2A P-5 660.5 662.5 Basin #2B P-5 660.5 662.5 Storm Sewer Design The proposed storm sewers will be adequately sized to carry the 10-year storm when there are overland flow routes and 100-year storm when overland flows to the basin are not feasible. Storm sewers are routed to the stormwater facilities, which then discharges to the control structures. Refer to Appendix D for the preliminary storm sewer calculations for the ORD1 site improvements (phases 1 and 2) located on the south half of the campus that drain to the underground vault and C1oudHQ Basin # 1. Overland flow route is provided for the ORD 1 site improvements to the stormwater facilities, so the proposed storm sewers are only sized for the 10-year storm. Note the engineering plans also show ORD2 site improvements (phase 3) for PUD submission. ORD2 site improvements are conceptual at this point as the ORD2 building may change in the future. The design in the engineering plans has primarily been for the ORD 1 site improvements. Therefore, storm sewer calculations for ORD2 site improvements are not provided at this time. OvPrflnwc A 100-year emergency overflow route generally flows east, from the substation site to Basin # 1. The overland flow route from Basin # 1 is then conveyed via a large box culvert from Basin # 1 to the fil GEWALT HAMILTON n ASSOCIATES, INC. Page 450 of 1060 Mount Prospect Technology Campus August 29, 2025 GHA Project #5253.220 Page 4 of 4 upstream end of the CloudHQ control structure to the box culvert running north -south along the northeast parking lot. Once the stormwater exceeds the HWL during overflow conditions, stormwater will surcharge out of the structures along the northeast parking lot and overflow east along the back of curb to Linneman Road at the overflow weir elevation 668. Note there is also parking lot surface storage at the northeast lot that can be treated as additional surplus detention storage with approximately 9" of ponding up to the HWL 668. 4 Summary The stormwater management improvements proposed as part of the Mount Prospect Technology Campus and substation site improvement project are designed to comply with the Village of Mount Prospect stormwater regulations and the MWRD WMO requirements for detention storage, volume control storage, and release rates. fil GEWALT HAMILTON n ASSOCIATES, INC. Page 451 of 1060 Exhibit 1 Location Map Page 452 of 1060 Exhibit 2 FEMA Flood Hazard Map Page 454 of 1060 0 0 0 0 O LO `W i W W W � O LL M om O CL a W � Q 00 ✓-. a I W�� u,N wC E m CV j CN di F■1.11 Q � j N N N N O W L �♦ J Z (V N N N O- U V W WLL o o a a =v,) r 2E M ~ Z a f� ❑ Q m ��r5 ao N a) = z z Q L♦ Gi �, z W �: �: r o r L) Q' N o � � Z co)w o �� Q 00 or_ C? 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Technologv Campus - CloudHQ LOCATION: Mount Prospect TYPE OF AREA (SELECT WITH DROP -DOWN) X DETAINED AREA UNRESTRICTED AREA UPSTREAM AREA CONDITION (SELECT WITH DROP -DOWN) X PROPOSED CONDITION RUNOFF CURVE NUMBER PERMIT NUMBER: DATE: 8/29/2025 MAJOR STORMWATER SYSTEM OTHER: EXISTING CONDITION Surface Description Hydrologic Soil Group (HSG) CN Area (acres) Product (CN)(Area) Impervious Area D 98 33.08 3241.84 Pervious Area D 80 4.80 384.00 Native Plantings D 77 2.46 189.42 TOTALS: 40.34 3815.26 COMPOSITE RUNOFF CURVE NUMBER Total Product 3815.26 Composite CN = _ 4 Composite CN = 94.58 Total Area 40.34 4/7/2022 Page 459 of 1060 ADJUSTED COMPOSITE RUNOFF CURVE NUMBER (CNADJ ) PROJECT: M.P. Technology Campus - CloudHQ LOCATION: Mount Prospect DEVELOPMENT INFORMTION 1. Area Detained, A 2. Total Impervious Area 3. Composite CN 4. Volume Control Storage Provided, VCP 5. Depth of Rainfall, P RUNOFF VOLUME (NRCS EQUATIONS) 6. Maximum Retention, S S 1000 10 CN (P — 0.25)2 7. Runoff Depth, Q D QD _ (P + 0.85) 1 g. Runoff Volume, VR VR = QDA (121nt VOLUME CONTROL STORAGE 9. Volume Control Storage Required, VCR 10. Additional Volume Control Storage Provided ADJUSTED RUNOFF VOLUME 11. Adjusted Runoff Volume, VADJ VADJ = VR — VCP 12. Adjusted Runoff Depth, Q ADJ 13. Adjusted Maximum Retention, SADJ ADJUSTED COMPOSITE RUNOFF CURVE NUMBER 14. Adjusted Runoff Curve Number, CNADJ PERMIT NUMBER: DATE: 8/29/2025 40.340 33.080 94.58 2.966 8.57 0.57 7.92 26.62 acres acres ac-ft inches inches inches ac-ft 2.757 ac-ft 0.209 ac-ft 23.654 7.04 1.46 87.26 ac-ft inches inches 4/7/2022 Page 460 of 1060 CloudHQ 1m IIIt i 1IIIZequired � Detention � on o n d �IIIIIIIIIIIIIII IIII a c k M o d e I CloudHQ evelop ent Area D e t e ffill ilifies ........................................... uojljllm ������� IIIIII 11 111 IIW.: II II. 1 0-1 Z� Page 461 of 1060 CloudHQ Portion Required Detention Project Summary Title CloudHQ Development Area Engineer Monica Hue, P.E. Company Gewalt Hamilton Associates, Inc. Date 8/29/2025 Notes Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 1 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 462 of 1060 Table of Contents Master Network Summary 2 100 yr (1375) Time -Depth Curve, 100.00 years (100 yr 24 hr) 3 CloudHQ Development Area Time of Concentration Calculations, 100.00 years (100 yr 24 4 hr) CloudHQ Development Area Runoff CN-Area, 100.00 years (100 yr 24 hr) 6 Detention Facilities Elevation vs. Volume Curve, 100.00 years (100 yr 24 hr) 7 Composite Outlet Structure - 1 Outlet Input Data, 100.00 years (100 yr 24 hr) 8 Composite Rating Curve, 100.00 years (100 yr 24 hr) 10 Page 463 of 1060 CloudHQ Portion Required Detention Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) CloudHQ Development 100 yr 24 hr 100.00 23.55 15.35 28.169 Area Node Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) 10-1 100 yr 24 hr 100.00 23.55 20.30 1 068 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Maximum Maximum Event Volume (hours) (ft3/s) Water Pond Storage (years) (ac-ft) Surface (ac-ft) Elevation (ft) Detention 100 yr 24 hr 100.00 23.55 15.35 28.169 (N/A) (N/A) Facilities (IN) Detention 100 yr 24 hr 100.00 23.55 20.30 8.068 667.68 =12.90 Facilities (OUT) Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 2 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 464 of 1060 CloudHQ Portion Required Detention Subsection: Time -Depth Curve Return Event: 100.00 years Label: 100 yr (675) Storm Event: 24 hr 100 yr Scenario: 100 yr 24 hr Time -Depth Curve: 24 hr 100 yr Label 24 hr 100 yr Start Time 0.00 hours Increment 0.96 hours End Time 24.00 hours Return Event 100.00 years CUMULATIVE RAINFALL (in) Output Time Increment = 0.96 hours Time on left represents time for first value in each row. Time Depth Depth Depth Depth Depth (hours) (in) (in) (in) (in) (in) 0.00 0.00 0.09 0.31 0.56 0.80 4.80 1.01 1.20 1.37 1.56 1.79 9.60 2.08 2.46 2.92 3.48 4.10 14.40 4.78 5.48 6.17 6.80 7.34 19.20 7.76 8.04 8.20 8.28 8.34 24.00 8.57 (N/A) (N/A) (N/A) (N/A) Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 3 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 465 of 1060 CloudHQ Portion Required Detention Subsection: Time of Concentration Calculations Label: CloudHQ Development Area Scenario: 100 yr 24 hr Time of Concentration Results Segment #1: User Defined Tc Time of Concentration 0.17 hours Time of Concentration (Composite) Time of Concentration (Composite) 0.17 hours Bentley Systems, Inc. Haestad Methods Solution CloudHQ Campus Detention.ppc Center 8/29/2025 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Return Event: 100.00 years Storm Event: 24 hr 100 yr PondPack CONNECT Edition [10.02.00.01] Page 4 of 12 Page 466 of 1060 CloudHQ Portion Required Detention Subsection: Time of Concentration Calculations Label: CloudHQ Development Area Scenario: 100 yr 24 hr — — — — User Defined Tc = Value entered by user Where: Tc= Time of concentration, hours Bentley Systems, Inc. Haestad Methods Solution CloudHQ Campus Detention.ppc Center 8/29/2025 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Return Event: 100.00 years Storm Event: 24 hr 100 yr PondPack CONNECT Edition [10.02.00.01] Page 5 of 12 Page 467 of 1060 CloudHQ Portion Required Detention Subsection: Runoff CN-Area Return Event: 100.00 years Label: CloudHQ Development Area Storm Event: 24 hr 100 yr Scenario: 100 yr 24 hr Runoff Curve Number Data Soil/Surface Description CN Area C UC Adjusted CN (acres) (%) (%) Development Adjusted CN 87.260 40.34000 0.0 0.0 87.260 COMPOSITE AREA & WEIGHTED CN ---> (N/A) 40.34000 (N/A) (N/A) 87.260 Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 6 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 468 of 1060 CloudHQ Portion Required Detention Subsection: Elevation vs. Volume Curve Label: Detention Facilities Scenario: 100 yr 24 hr CloudHQ Campus Detention.ppc 8/29/2025 Elevation -Volume Pond Elevation (ft) Return Event: 100.00 years Storm Event: 24 hr 100 yr Pond Volume (ac-ft) 658.10 0.00 662.00 0.00 662.50 0.15 663.25 0.17 664.00 2.32 665.00 5.19 666.00 8.06 667.00 10.94 668.00 13.81 Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01] 27 Siemon Company Drive Suite 200 W Page 7 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 469 of 1060 CloudHQ Portion Required Detention Subsection: Outlet Input Data Return Event: 100.00 years Label: Composite Outlet Structure - 1 Storm Event: 24 hr 100 yr Scenario: 100 yr 24 hr Requested Pond Water Surface Elevations Minimum (Headwater) 658.10 ft Increment (Headwater) 0.50 ft Maximum (Headwater) 668.00 ft Outlet Connectivity Structure Type Outlet ID Direction Outfall E1 E2 (ft) (ft) Orifice -Circular Orifice - 1 Forward TW 658.10 668.00 Tailwater Settings Tailwater (N/A) (N/A) Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 8 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 470 of 1060 CloudHQ Portion Required Detention Subsection: Outlet Input Data Return Event: 100.00 years Label: Composite Outlet Structure - 1 Storm Event: 24 hr 100 yr Scenario: 100 yr 24 hr Structure ID: Orifice - 1 Structure Type: Orifice -Circular Number of Openings 1 Elevation 658.10 ft Orifice Diameter 9.993 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 ft (Minimum) Tailwater Tolerance 0.50 ft (Maximum) Headwater Tolerance 0.01 ft (Minimum) Headwater Tolerance 0.50 ft (Maximum) Flow Tolerance (Minimum) 0.001 ft3/s Flow Tolerance (Maximum) 10.000 ft3/s Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 9 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 471 of 1060 CloudHQ Portion Required Detention Subsection: Composite Rating Curve Label: Composite Outlet Structure - 1 Scenario: 100 yr 24 hr Composite Outflow Summary Return Event: 100.00 years Storm Event: 24 hr 100 yr Water Surface Flow Tailwater Elevation Convergence Error Elevation (ft3/s) (ft) (ft) (ft) 658.10 0.000 (N/A) 0.00 658.60 0.678 (N/A) 0.00 659.10 2.036 (N/A) 0.00 659.60 2.774 (N/A) 0.00 660.10 3.354 (N/A) 0.00 660.60 3.847 (N/A) 0.00 661.10 4.283 (N/A) 0.00 661.60 4.680 (N/A) 0.00 662.10 5.045 (N/A) 0.00 662.60 5.385 (N/A) 0.00 663.10 5.705 (N/A) 0.00 663.60 6.008 (N/A) 0.00 664.10 6.297 (N/A) 0.00 664.60 6.573 (N/A) 0.00 665.10 6.838 (N/A) 0.00 665.60 7.093 (N/A) 0.00 666.10 7.339 (N/A) 0.00 666.60 7.577 (N/A) 0.00 667.10 7.807 (N/A) 0.00 667.60 8.032 (N/A) 0.00 668.00 8.207 (N/A) 0.00 Contributing Structures None Contributing Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Orifice - 1 Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 10 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 472 of 1060 CloudHQ Portion Required Detention Subsection: Composite Rating Curve Label: Composite Outlet Structure - 1 Scenario: 100 yr 24 hr Composite Outflow Summary Contributing Structures I Orifice - 1 I Bentley Systems, Inc. Haestad Methods Solution CloudHQ Campus Detention.ppc Center 8/29/2025 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Return Event: 100.00 years Storm Event: 24 hr 100 yr PondPack CONNECT Edition [10.02.00.01] Page 11 of 12 Page 473 of 1060 CloudHQ Portion Required Detention Index 100 yr (1375) (Time -Depth Curve, 100.00 years (100 yr 24 hr))... 3 C CloudHQ Development Area (Runoff CN-Area, 100.00 years (100 yr 24 hr))... 6 CloudHQ Development Area (Time of Concentration Calculations, 100.00 years (100 yr 24 hr))... 4, 5 Composite Outlet Structure - 1 (Composite Rating Curve, 100.00 years (100 yr 24 hr))... 10, 11 Composite Outlet Structure - 1 (Outlet Input Data, 100.00 years (100 yr 24 hr))... 8, 9 D Detention Facilities (Elevation vs. Volume Curve, 100.00 years (100 yr 24 hr))... 7 M Master Network Summary ... 2 Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition CloudHQ Campus Detention.ppc Center [10.02.00.01] 8/29/2025 27 Siemon Company Drive Suite 200 W Page 12 of 12 Watertown, CT 06795 USA +1-203-755-1666 Page 474 of 1060 COMPOSITE RUNOFF CURVE NUMBER (CN) PROJECT: M.P. Technologv Campus - ComEd LOCATION: Mount Prospect TYPE OF AREA (SELECT WITH DROP -DOWN) X DETAINED AREA UNRESTRICTED AREA UPSTREAM AREA CONDITION (SELECT WITH DROP -DOWN) X PROPOSED CONDITION RUNOFF CURVE NUMBER PERMIT NUMBER: DATE: 8/29/2025 MAJOR STORMWATER SYSTEM OTHER: EXISTING CONDITION Surface Description Hydrologic Soil Group (HSG) CN Area (acres) Product (CN)(Area) Impervious Area/ Compacted Gravel D 98 2.53 247.94 Pervious Area D 80 0.09 7.20 Native Plantings D 77 0.48 36.96 TOTALS: 3.10 292.10 COMPOSITE RUNOFF CURVE NUMBER Total Product 292.10 Composite CN = _ 4 Composite CN = 94.23 Total Area 3.10 4/7/2022 Page 475 of 1060 ADJUSTED COMPOSITE RUNOFF CURVE NUMBER (CNADJ ) PROJECT: M.P. Technology Campus - ComEd LOCATION: Mount Prospect DEVELOPMENT INFORMTION 1. Area Detained, A 2. Total Impervious Area 3. Composite CN 4. Volume Control Storage Provided, VCP 5. Depth of Rainfall, P RUNOFF VOLUME (NRCS EQUATIONS) 6. Maximum Retention, S S 1000 10 CN (P — 0.25)2 7. Runoff Depth, Q D QD _ (P + 0.85) 1 g. Runoff Volume, VR VR = QDA (121nt VOLUME CONTROL STORAGE 9. Volume Control Storage Required, VCR 10. Additional Volume Control Storage Provided ADJUSTED RUNOFF VOLUME 11. Adjusted Runoff Volume, VADJ VADJ = VR — VCP 12. Adjusted Runoff Depth, Q ADJ 13. Adjusted Maximum Retention, SADJ ADJUSTED COMPOSITE RUNOFF CURVE NUMBER 14. Adjusted Runoff Curve Number, CNADJ PERMIT NUMBER: DATE: 8/29/2025 3.100 2.530 94.23 0.269 8.57 0.61 7.88 2.03 acres acres ac-ft inches inches inches ac-ft 0.211 ac-ft 0.058 ac-ft 1.766 6.84 1.68 85.59 ac-ft inches inches 4/7/2022 Page 476 of 1060 NOMOGRAPH: BULLETIN 75 RAINFALL DATA PROJECT: M.P. Technology Campus - ComEd LOCATION: Mount Prospect DEVELOPMENT INFORMATION 1. Detained Area 2. Curve Number 3. Actual Release Rate REQUIRED DETENTION VOLUME 4. Required Detention Volume NOMOGRAPH 0.800 0.700 U M 0.600 U M w E 0.500 0 _ o 0.400 4-6 a� a� 0 0.300 0.200 0.100 PERMIT NUMBER: DATE: 8/29/2025 NOMOGRAPH: BULLETIN 75 3.100 acres 85.59 0.620 cfs 1.178 ac-ft 0.00 cfs/ac 0.05 cfs/ac 0.10 cfs/ac 0.15 cfs/ac 0.20 cfs/ac 0.25 cfs/ac 0.30 cfs/ac 0.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 @1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 50 55 60 65 70 75 80 85 90 95 100 Curve Number 4/7/2022 Page 477 of 1060 Appendix B Provided Detention and Volume Control Calculations Page 478 of 1060 _U) C� U m 0 Al O V .-. V LO N♦, O G� mO 00 II LO co r N Z .. O to LO LL 0 N O II LO II LO N O � O U * LO N N M O ' m M m D O V U- U m N CO V o= .� ILA N > o Lo U CIO LO 0 N U M Li L.L U V ti O O Ln O r. O p CO CO C� o LO LL: CO E co � O LL c U- 2 Lo II p N U U o � L — ti O LO cfl L C) O II LO 0 x LL II I-- LL LL O U X �C'M O LO N ti U- co X U- O co O O (n 11 V _O O ED m co rll-_ coti N O N ti O C04 O X O O LL L) >% c0 O 4 O 0 M ti O Oco N co co co V i COO 0 � LO O L. O cn O CO N � O N a �, CD N o i i C� > Lo � %CLLjCe) r. .. ., �►L E � W W O E Z t� p O cQ )ate rl rl M L� M � 00 M l� N l� U v - O � � � N N N N > U Z Q Q W O � N N N N N W � U � Q Q N ' ti O � c� � Cfl W � C� C� I` I� I� I` Q N N N N N N � co M N 00 l� O � .-. � � � O N 00 00 I.f) l� M LC) r-I • � � � � 00 00 a1 O r-I � cMa U U W v � M o0 t� O M O C� O � I� cfl I` I` I` 00 I` i � V 00 O O O O � M � I` O � p z Q� � 00 c� � co � W�� O O O O O O � Q C'� 00 � � Cfl N 00 O O O N I` � W � � � cfl I` I` 00 v �� O O O o 0 0 V � ' i L.L � ti O O O O O O O O � W � � Cl) 'N O O O O O � J Cn C� Cfl Cfl C� Cfl Cfl 4 W C� C� Cfl C� C� coC� a Detention Volume Provided Stormwater Detention - StormTrap Volume Type Elevations Depth (feet) Surface Area (sf) Porosity Storage Volume Formula Media Volume Vd (cf) High Low Vault Storage (Above Outlet) 668.00 663.20 4.80 19,382.1393 0.896803593331233 Porosity x Vd 83,433.47 Total Provided 83,433.47 1.92 DETENTION VOLUME PROVIDED: 1.92 (Ac-Ft) Volume Control Volume Provided Volume Control - StormTrap Volume Type Elevations Depth (feet) Surface Area (sf) Porosity Storage Volume Formula Media Volume Vd (cf) High Low Vault Storage (Below Outlet) 663.20 662.33 0.87 19,382.1393 0.896803593331233 Porosity x Vd 15,122.32 Total Provided 15,122.32 0.35 VOLUME CONTROL VOLUME PROVIDED: 0.35 (Ac-Ft) (CF) (Ac-ft) (CF) (Ac-ft) Page 480 of 1060 ORIFICE DISCHARGE RATE PROJECT: M.P. Technology Campus - CloudHQ LOCATION: Mount Prospect RESTRICTOR INFORMTION 1. Orifice Number 2. Orifice diameter, d 3. Discharge Coefficient, Cd 4. Invert Elevation 5. High Water Elevation, HWL 6. Tail Water Elevation ACTUAL RELEASE RATE 6. Free Flow Actual Release Rate at HWL 7. Submerged Actual Release Rate at HWL STAGE -DISCHARGE TABLE CONDITION (SELECT FROM DROP -DOWN) Free -flow STAGE -DISCHARGE TABLE PERMIT NUMBER: DATE: 8/29/2025 1 9.90 in 0.61 658.10 ft 668.00 ft ft Elevation (ft) Orifice 1 (cfs) Orifice 2 (cfs) Total (cfs) 658.10 0.00 0.00 659.00 1.83 1.83 660.00 3.19 3.19 661.00 4.13 4.13 662.00 4.89 4.89 663.00 5.54 5.54 664.00 6.13 6.13 665.00 6.67 6.67 666.00 7.16 7.16 667.00 7.62 7.62 668.00 8.06 8.06 669.00 8.47 8.47 670.00 8.87 8.87 8.06 cfs cfs HWL 4/7/2022 Page 481 of 1060 U c� U Q N s= .m m W E O U 00 U c� U Q N s= .m m W E O U O v LO V r N o ' 1` .. 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II m O C5 N N I I o LO " o � C4 CN m O LO � 'tA � W ca LL m to p U C� CD W 0 O � O ti V L ' r � UFO U � O v U r-, co O TM ti M I` G LL O II U > - o - - +� � U- L?H tiUH O 11 ONO X � (D L.L L ti U Ln LL = M o U M X N 0 � LL co O � � V o ti � M II Ln Q O � O X m O L V N o O O o _O M O �� t O N v c .. Q0 vCD CD CD CD CD m � c� O Q � - - O•- •- O O O M L V) CO o Oa �cfl N �, N i i C� Lo o >C > CNn� � ., .. �► � E � W W O E Z t� O O cQ )ate L� M O O r-I L[� r-I � r-I Ln 00 N l� � � U U � v 00 C� Cfl C� C� � M M M M O � > U M M M M M z Q 0 0 o O o 0 Q W � W � U Q � Q N M � I� 00 O N 11J � '� � � � Cfl Cfl �� M M M M M co Q 'O O O O O O O r-I N M d� rl O l� l� a1 l� N l� d� rl N � � M 00 d� O � � N M � l� � � � U v m O I� O M U W N O I� O co � Z Q � � � Ln co� I` C� La W � � � � � Ln i O � Q� O � M � O I` � W ' M � � C� Cfl I` V � i LL � O O O O � W � v� L� O O O O O O � J Cn C� Cfl Cfl C� Cfl Cfl 4 W � � C� C� Cfl C� C� C� a ORIFICE DISCHARGE RATE PROJECT: M.P. Technology Campus - ComEd LOCATION: Mount Prospect RESTRICTOR INFORMTION 1. Orifice Number 2. Orifice diameter, d 3. Discharge Coefficient, Cd 4. Invert Elevation 5. High Water Elevation, HWL 6. Tail Water Elevation ACTUAL RELEASE RATE 6. Free Flow Actual Release Rate at HWL 7. Submerged Actual Release Rate at HWL STAGE -DISCHARGE TABLE CONDITION (SELECT FROM DROP -DOWN) Free -flow STAGE -DISCHARGE TABLE PERMIT NUMBER: DATE: 8/29/2025 1 3.30 in 0.61 663.38 ft 668.00 ft ft Elevation (ft) Orifice 1 (cfs) Orifice 2 (cfs) Total (cfs) 658.10 0.00 0.00 659.00 0.00 0.00 660.00 0.00 0.00 661.00 0.00 0.00 662.00 0.00 0.00 663.00 0.00 0.00 664.00 0.20 0.20 665.00 0.35 0.35 666.00 0.46 0.46 667.00 0.54 0.54 668.00 0.62 0.62 669.00 0.68 0.68 670.00 0.74 0.74 0.62 cfs cfs HWL 4/7/2022 Page 484 of 1060 Appendix C S GW Confirmation Email and Soil Boring Logs Page 485 of 1060 1 /16/23, 5:25 PM Mail - Monica Hue - Outlook . Borings ECS proposal for Monitoring Wells and Campus Scott R. Bierbaum <SBierbaum@ecsIimited.com> Mon 1/16/2023 4:22 PM To: Don Dixon <ddixon@gha-engineers.com>;Darin Maciolek, P.E. <DMaciolek@ecslimited.com> Cc: Tymon Maurer <tmaurer@gha-engineers.com>;Anthony Corona <acorona@gha-engineers.com>;Brett Burnette <bburnette@cloudhq.com> Jcalcagno@cloudhq.com <jcalcagno@cloudhq.com>;Monica Hue <mhue@gha-engineers.com>;Amaneh Kenarsari, PhD, P.E. <AKenarsari@ecslimited.com> Don I do recall Kalyan mentioning to me that you and he had discussed SHGWL (seasonal high ground water level) on a call as well as having been previously copied on the enclosed table. We concur that the attached spreadsheet (highlighted cells) reflects the consensus reached between GHA & ECS on SHGWL for the 6 pond locations. Respectively S I11. it°. 11° Ifll RA I Office Manager ECS IIII l I it C 1, 847.279.0366 D 847.465.9436 If SBierbaum@ecslimited.com s iiiiir i, e .c m Confidentiallproprietary messagelattachments. Delete messagelattachments if not intended recipient. From: Don Dixon <ddixon@gha-engineers.com> Sent: Wednesday, January 4, 2023 2:30 PM To: Darin Maciolek, P.E. <DMaciolek@ecslimited.com>; Scott R. Bierbaum <SBierbaum@ecslimited.com> Cc: Tymon Maurer <tmaurer@gha-engineers.com>; Anthony Corona <acorona@gha-engineers.com>; Brett Burnette <bburnette@cloudhq.com>; jcalcagno@cloudhq.com <jcalcagno@cloud hq.com>; Monica Hue <mhue@gha-engineers.com> Subject: [EXTERNAL] FW: ECS proposal for Monitoring Wells and Borings - Mount Prospect Technology Campus Darin & Scott, We discussed the seasonal high ground water level on a call back in June. I'm forwarding an email from a call with Kal Chandhuri on which Scott was originally included. The attached spreadsheet reflects the SHGWL that GHA & ECS agreed upon. I will need something in writing (an email is sufficient) to submit to MWRD supporting these elevations. Amaneh was on the referenced call and was identified as the primary project contact, but I don't have her email address. Please forward to her or other contact as appropriate. From: Anthony Corona <acorona@gha-engineers.com> Sent: Wednesday, January 4, 2023 1:55 PM To: Don Dixon <ddixon@gha-engineers.com> Subject: Fw: ECS proposal for Monitoring Wells and Borings Is this the email you were looking for? Anthony Corona Engineering Technician https://outlook.office.com/mail/inbox/id/AAQkADhmYzhhZWRmLWYwYjAtND15OC1 iNjBmLTQOZDlwY2ZiMzkwOAAQALh3fj8EIm5Nsuxp"�8 %610f 1890 1/16/23, 5:25 PM Mail - Monica Hue - Outlook An Employee Owned Company 625 Forest Edge Drive Vernon Hills, Illinois 60061 Office:.(847) 478-9700 Fax:.( ' 478-9701 Direct:.(847) 821-6258 1 Email: acorona@gha-engineers.com www.gha-engineers.com From: Don Dixon <ddixon@gha-engineers.com> Sent: Saturday, February 26, 2022 10:12 AM To: Kalyan (Kai) Chandhuri, P.E. <KChandhuri@ecslimited.com>; Brett Burnette <bburnette@cloudhq.com> Cc: Scott R. Bierbaum <SBierbaum@ecslimited.com>; Jonathan Hagenow <jhaggnow@gha-engineers.com>; Anthony Corona <acorona@gha-engineers.com> Subject: RE: ECS proposal for Monitoring Wells and Borings Ka I, Please find attached the excel spreadsheet that I shared with you for the analysis of the SHGWL. I highlighted the elevations that we agreed to on the call. The proposal looks acceptable to GHA. We can send over our latest substation layout and utility locations that we have for review early next week. From: Kalyan (Kal) Chandhuri, P.E. <KChandhuri@ecslimited.com> Sent: Friday, February 25, 2022 4:30 PM To: Brett Burnette <bburnette@cloudhq.com>; Don Dixon <ddixon@gha-engineers.com> Cc: Scott R. Bierbaum <SBierbaum@ecslimited.com> Subject: ECS proposal for Monitoring Wells and Borings Importance: High Gentlemen, Please find our proposal attached. Let me know if you have any questions. Thanks, KALYAN (KAL) CHANDHURI, P.E. � Geotechnical Department Manager T 847.279.0366 1 D 847.465.8490 � C 224.277.3175 1575 Barclay Boulevard � Buffalo Grove I IL � 60089 ECS MIDWEST., I I www.ecslimited.com E.CS �111AS I AUN01111111111ED A I)OI°°' ST' -Ill,,,,,,, i ste n and subscribe clicking tie . Instagram I Linkedln I Facebook I Twitter Confidentiallproprietary messagelattachments. Delete messagelattachments if intended recipient.. https://outlook. office .corn/mail/inbox/id/AAQkADhmYzhhZWRmLWYwYjAtND150C1 iNjBmLTQOZDlwY2ZiMzkwOAAQALh3fj8EIm5Nsuxp"�8%fof 1�60 cc _4-J aJ J Ln fV fV N O cr.O C 0 LI) LU 1Z W Ur O Ln Ln Ln O Ln 1.4 M 1.4 1.4 Ol Ol lD l0 lD l0 Ln Ln 110 doX V) l0 l0 l0 l0 lD LU � J Ln Ln Ln Ln Ln Ln Ln Ln "� cn Q r- Ln r-I M Ln O O Ln Ln I� I� I� CO N (.0 � Q0 Q0 1.0 (Z .D (.0Q0 � � w LO o LU '� - tb�� > Q Q Q o rn rn m M Q m m a E��� of ni ciri Q > p l0 l0 l0 l0 l0 l0 Z Z ro f V f V N N Z ri r-I v a-j vLU J I LU m = Ln J = Ln Ln Ln Ln Ln Ln Ur O O Ln Ln Ln Ln Ln Ln O Ln Ln Ln O ri I-: I-� I-� f-� = r-I r-I r6 C6 li r-I li li 01 01 01 (.o t.o Ln Ln Ln Ln �o �o ko ko ko �o �o Ln Ln Ln lD lD lD lD k.0 V) l0 lD l0 k.O k.0 l0 lD l0 ko �n U a) r) LU 00 m M Ln r-I r- _I_- r--i v 0 .N (a J J m .. LU J L L O O CL LUV)Ln l0 l0 N N Ln l0 tD I- a�-+ � Ln ri r-I r-I r-I O O cn o 0 o��� N rn m m fV T* Tt M w lA lD l0 l0 lD �o �o l0 Q m O O O O LU Q Q Q Q Q L U Q Q Ln M 01 Ln Un f� Ln Z Z Z Z Z m (.0 Z Z N k.0 M1�0 kJO c'n Tt k.0 k.0 N kJo Ln lzd- kJO l0 Q � s � 4-J Q Q v M � v � 0 � 0 � v � v 0 Ln 0 00 � Un 00 r-I Ln M Ln Ln 00 M Ln � O ru J ro m m ro cv m v ru v ro o p p o p p 2 U +5 2 U + s U W N H LLi ++ ++ N CL N O 0 N N Co CL CLCA (Aw rj rj O C) J L.O L.O = N N O a a 0 c i w i a-+ a.+ N CO (n c C N -r (o -0 co LL 3 3 cr M -CI OO O Ln c c � C C V U Li 0 Li z a-: v Om 4-1m CD Ni O O c1 _0 ro _0p ma ; •- Z cv V o QU i U O CL N d .� J Q � v O = L (� O a V V'f W W z ( V Z W _0 Ln Ln Ln Ln Ln Ln -C r-I r-I r-I r-I r-I r-I v M � v N RZI- O l0 fV 00 N LU l0 l0 LUlD lD lD �o �o lD O Ln r-I N M LU L4- V) -� }J a--r z U w vp) n m r-I N m Ln (.o N _0 r-I r-I Tt l0 q* l0 :I- l0 l0 q* CL v t� on LU Q k.0 UXJ Q0 V) U LU qp Ln M I�t N Ol � N Ln 00 m p _ m m m CL m CD m m CO Q �"� �"� i L o 00 Ln V) Q� Q� c c +-+ a"J Ln Ln 4-J � .� .� LU U U L U L U c V) V)) m ri r-I r14 f-1 M m Ln l0 to Page 489 of 1060 CLIENT: Cloud HQ PROJECT NO.: 16:13881 BORING NO.: B-09 SHEET: 1 of 2 uuuuuu u PROJECT NAME: DRILLER/CONTRACTOR: Cloud HQ - Mount Prospect, IL I.E. Xploration iuuulluuuiuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluulul� SITE LOCATION: 1200 East Algonquin Road, Mt Prospect, Illinois 60056 LOSS OF CIRCULATION 100% NORTHING: EAST ING: STATION: SURFACE ELEVATION: 1955868.8 1087794.3 671.0 BOTTOM OF CASING ' or_ Plastic Limit Water Content Liquid Limit m w z z J x o WL w J Z ® STANDARD PENETRATION BLOWS/FT = z LU J w LU � DESCRIPTION OF MATERIAL � ROCK QUALITY DESIGNATION & RECOVERY L.0 OU LU Q j w m RQD Q cn Q � w REC O CALIBRATED PENETROMETER TON/SF V) [FINES CONTENT] % Asphalt Thickness[5.5"] 3.3.3 04.50 Concrete Thickness[8.5"] S-1 SS 18 14 (6) 6 1'r0 (CL POSSIBLE FILL) POSSIBLE FILL, SANDY CLAY, trace gravel, brown, moist, hard 04.50 (CL) LEAN CLAY, trace gravel, brown, S-2 SS 18 16 moist, hard to very stiff 3-4-4 (8) 8 1 .0 5 1/// 666 04.50 S-3 SS 18 18 3_4_4 (8) T 8 1 ?0 03.25 S-4 SS 18 18 3-4-5 (9) s 20?0 10 661 03.00 (CL) LEAN CLAY, trace gravel, gray, moist, S-5 SS 18 6 very stiff 7-5-4 (9) 9 1?0 Occasional silt seams from 18 to 20 ft. 03.00 S-6 SS 18 18 3.4. -4- 5 9 1 ?0 15 656 02.75 S-7 SS 18 18 4-5-5 (10) 10 1 3!0 20 651 02.00 S-8 SS 18 18 2-3-4 (7) 7 24*0 25 646 �4.50 (CL) LEAN CLAY, trace gravel, gray, moist, S-9 SS 18 18 hard to firm to very stiff y xr//641 4-5-6 (11) 11 20?0 30 Occasional sand seams CONTINUED ON NEXT PAGE THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) 11.00 BORING STARTED: Jul 26 2021 CAVE IN DEPTH: 1 WL (Completion) 33.10 BORING Jul 26 2021 COMPLETED: HAMMER TYPE: Auto 7 WL (Seasonal High Water) EQUIPMENT: LOGGED Truck SS15 BY: DRILLING METHOD: HSA S'Z WL (Stabilized) GEOTECHNICAL BOREHOLE LOG Page 490 of 1060 CLIENT: Cloud HQ PROJECT NO.: 16:13881 BORING NO.: B-09 SHEET: 2 of 2 uuuuuu u PROJECT NAME: DRILLER/CONTRACTOR: Cloud HQ - Mount Prospect, IL I.E. Xploration iuuulluuuiuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluulul� SITE LOCATION: 1200 East Algonquin Road, Mt Prospect, Illinois 60056 LOSS OF CIRCULATION 100% NORTHING: EAST ING: STATION: SURFACE ELEVATION: BOTTOM OF CASING ' 1955868.8 1087794.3 671.0 or_ Plastic Limit Water Content Liquid Limit m w z z J x o WL w J Z ® STANDARD PENETRATION BLOWS/FT = z LU J w LU � DESCRIPTION OF MATERIAL � ROCK QUALITY DESIGNATION & RECOVERY L.0 OU LU Q j m RQD Q cn Q � w w REC O CALIBRATED PENETROMETER TON/SF V) [FINES CONTENT] % (CL) LEAN CLAY, trace gravel, gray, moist, hard to firm to very stiff 00.75 Occasional sand seams 4-4-4 S-10 SS 18 18 (8) 8 2e0 35 636 5-6-10 S-11 SS 18 16 (16) 16 31*0 40 631 END OF DRILLING AT 40.0 FT 45 626 02.00 50 621 55 616 60 611 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) 11.00 BORING STARTED: Jul 26 2021 CAVE IN DEPTH: 1 WL (Completion) 33.10 BORING Jul 26 2021 COMPLETED: HAMMER TYPE: Auto 7 WL (Seasonal High Water) EQUIPMENT: LOGGED Truck SS15 BY: DRILLING METHOD: HSA S'Z WL (Stabilized) GEOTECHNICAL BOREHOLE LOG Page 491 of 1060 CLIENT: Cloud HQ PROJECT NO.: 16:13881 BORING NO.: B-12 SHEET: 1 of 3 uuuuuu u PROJECT NAME: DRILLER/CONTRACTOR: Cloud HQ - Mount Prospect, IL I.E. Xploration iuuulluuuiuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluulul� SITE LOCATION: 1200 East Algonquin Road, Mt Prospect, Illinois 60056 LOSS OF CIRCULATION 100% NORTHING: EAST ING: STATION: SURFACE ELEVATION: 1955805.5 1088139.6 667.0 BOTTOM OF CASING ' or_ Plastic Limit Water Content Liquid Limit m w z z J x o WL w J Z ® STANDARD PENETRATION BLOWS/FT = z LU J w LU � DESCRIPTION OF MATERIAL � ROCK QUALITY DESIGNATION & RECOVERY L.0 OU LU Q j w m RQD Q cn Q � w REC O CALIBRATED PENETROMETER TON/SF V) [FINES CONTENT] % (CL FILL) FILL, LEAN CLAY with SAND, trace gravel, dark brown, moist, hard �� � 4..5 04 .50 S-1 SS 18 16 (9) 9 1 ?o (CL) SANDY CLAY, trace gravel, brown, 04.50 S-2 SS 18 16 moist, hard 5 (14) __•• 5 662 04.50 (CL) LEAN CLAY, trace gravel, gray, moist, S-3 SS 18 18 very stiff 3-4-6 (10) 10 1?0 Occasional sand seams below 28 ft. 3.75 S-4 SS 18 18 4-5-6 (11) 11 J�o 10 657 03.75 S-5 SS 18 10 3.5.5 (10) 10 18.0 0 2.25 S-6 SS 18 18 3_4_5 (9) 9 1 9?0 15 652 02.00 S-7 SS 18 14 3-4-4 (8) s 2:?0 20 647 03.00 S-8 SS 18 18 2-3-4 (7) 7 1 9!0 25 642 03.00 S-9 SS 18 18 3-4-6 (10) 10 16.0 30 637 CONTINUED ON NEXT PAGE THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) 34.00 BORING STARTED: Jul 26 2021 CAVE IN DEPTH: 39.90 1 WL (Completion) 25.50 BORING Jul 26 2021 COMPLETED: HAMMER TYPE: Auto 7 WL (Seasonal High Water) EQUIPMENT: LOGGED Truck SS15 BY: DRILLING METHOD: HSA S'Z WL (Stabilized) GEOTECHNICAL BOREHOLE LOG Page 492 of 1060 CLIENT: Cloud HQ PROJECT NO.: 16:13881 BORING NO.: B-12 SHEET: 2 of 3 uuuuuu u PROJECT NAME: DRILLER/CONTRACTOR: Cloud HQ - Mount Prospect, IL I.E. Xploration iuuulluuuiuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluulul� SITE LOCATION: 1200 East Algonquin Road, Mt Prospect, Illinois 60056 LOSS OF CIRCULATION 100% NORTHING: EAST ING: STATION: SURFACE ELEVATION: BOTTOM OF CASING ' 1955805.5 1088139.6 667.0 or_ Plastic Limit Water Content Liquid Limit m w z z J x o WL w J Z ® STANDARD PENETRATION BLOWS/FT = z LU J w LU � DESCRIPTION OF MATERIAL � ROCK QUALITY DESIGNATION & RECOVERY L.0 OU LU Q j w m RQD Q cn Q � w REC O CALIBRATED PENETROMETER TON/SF V) [FINES CONTENT] % (CL) LEAN CLAY, trace gravel, gray, moist, very stiff 01.00 Occasional sand seams below 28 ft. 3-5-4 S-10 SS 18 18 (9) s 32!0 35 632 (SP-SM) MEDIUM TO COARSE SAND S-11 SS 18 14 WITH SILT AND GRAVEL, ra, moist to gray,. 8-8-6 (14) 14 40 wet, medium dense 627 4-6-7 (13) 13 S-12 SS 18 16 45 622 02.00 (CL) LEAN CLAY, trace gravel, gray, moist, S-13 SS 18 18 very stiff 5-6-6 (12) 12 19!0 50 617 02.50 S-14 SS 18 18 5.6.7 (13) 2!�0 55 612 4. S-15 SS 18 16 18-42-69 (111) 1 !?0 1 (SP-SM) FINE SAND with SILT, gray, moist, 60 very dense 607 1 1 CONTINUED ON NEXT PAGE THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) 34.00 BORING STARTED: Jul 26 2021 CAVE IN DEPTH: 39.90 1 WL (Completion) 25.50 BORING Jul 26 2021 COMPLETED: HAMMER TYPE: Auto 7 WL (Seasonal High Water) EQUIPMENT: LOGGED Truck SS15 BY: DRILLING METHOD: HSA S'Z WL (Stabilized) GEOTECHNICAL BOREHOLE LOG Page 493 of 1060 CLIENT: Cloud HQ PROJECT NO.: 16:13881 BORING NO.: B-12 SHEET: 3 of 3 uuuuuu u PROJECT NAME: DRILLER/CONTRACTOR: Cloud HQ - Mount Prospect, IL I.E. Xploration iuuulluuuiuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluulul� SITE LOCATION: 1200 East Algonquin Road, Mt Prospect, Illinois 60056 LOSS OF CIRCULATION 100% NORTHING: EAST ING: STATION: SURFACE ELEVATION: BOTTOM OF CASING ' 1955805.5 1088139.6 667.0 or_ Plastic Limit Water Content Liquid Limit m w z z J x o WL w J Z ® STANDARD PENETRATION BLOWS/FT = z LU J w LU � DESCRIPTION OF MATERIAL � ROCK QUALITY DESIGNATION & RECOVERY L.0 OU LU Q j m RQD Q cn Q � w w REC O CALIBRATED PENETROMETER TON/SF V) [FINES CONTENT] % (SP-SM) FINE SAND with SILT, gray, moist, very dense S-16 SS 18 18 (ML) SILT, gray, moist, very dense 37-48-52 (100/12") 100/12 65 602 END OF DRILLING AT 65.0 FT 70 597 75 592 80 587 85 582 90 577 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) 34.00 BORING STARTED: Jul 26 2021 CAVE IN DEPTH: 39.90 1 WL (Completion) 25.50 BORING Jul 26 2021 COMPLETED: HAMMER TYPE: Auto 7 WL (Seasonal High Water) EQUIPMENT: LOGGED Truck SS15 BY: DRILLING METHOD: HSA S'Z WL (Stabilized) GEOTECHNICAL BOREHOLE LOG Page 494 of 1060 CLIENT: Cloud HQ PROJECT NO.: 16:13881 BORING NO.: P-5 SHEET: 1 of 1 uuuuuu u PROJECT NAME: DRILLER/CONTRACTOR: Cloud HQ - Mount Prospect, IL I.E. Xploration iuuulluuuiuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluuluulul� SITE LOCATION: 1200 East Algonquin Road, Mt Prospect, Illinois 60056 LOSS OF CIRCULATION 100% NORTHING: EAST ING: STATION: SURFACE ELEVATION: BOTTOM OF CASING ' 1955828.7 1087200.9 673.0 or_ Plastic Limit Water Content Liquid Limit m w z z J x 0 WL w J Z ® STANDARD PENETRATION BLOWS/FT = z J LU DESCRIPTION OF MATERIAL ROCK QUALITY DESIGNATION & RECOVERY 0- U-iC) J QRQD J O w w Q Q w O Q Q w REC O CALIBRATED PENETROMETER TON/SF V) [FINES CONTENT] % (OL POSSIBLE FILL) POSSIBLE FILL, ORGANIC LEAN CLAY, black, moist, hard, 5.6.5 04.50 S-1 SS 18 14 earthy odor (11) • 11 22.0 LO I = 6.4 02.25 S-2 SS 18 6 4-6-4 (10) �q�0 (CL) SANDY CLAY, trace gravel, brown, 5 moist, very stiff to hard 668 04.50 S-3 SS 18 16 4_4_4 (8) 8 19?0 END OF DRILLING AT 7.5 FT 10 663 15 658 20 653 25 648 30 643 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 27 2021 CAVE IN DEPTH: 1 WL (Completion) DRY BORING Jul 27 2021 COMPLETED: HAMMER TYPE: Auto 7 WL (Seasonal High Water) EQUIPMENT: LOGGED Truck SS15 BY: DRILLING METHOD: HSA S'Z WL (Stabilized) GEOTECHNICAL BOREHOLE LOG Page 495 of 1060 Appendix D Preliminary Storm Sewer Calculations Page 496 of 1060 N E N O Q E N C/) 0 Q C6 U _O 0 N N O Q ~ U N Q N W C M >- LO O O UN r 4) � OC ME - N 0 Z •o cn Z N (D �O Q cn = W N Q OO�ItIt0M W W N N M Cn�� C)00 C) C) C) C) m rll.-w O'tMMItOOf`C O o LO LO LO N N N 0 u7 O 0 0 I` CO CO N M O O C O O O O O O O O O O O O O O O O N N 1 � � O O 66 O 66 O 66 O O O C N C)cy')cY)l`I`OI:t NNC0(0C0C0 C) C) u7 O) M MM�CD"t � NOCOC LnL�L�L . 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Prospect, Cook County, Illinois Dear Mr. Warnke., Please find enclosed one copy of the Subsurface Environmental Investigation completed by ECS for the above referenced property. If you have any questions concerning the information contained in this report, please contact either of the undersigned at (847) 279-0366. Thank you for retaining ECS for this assessment. Respectfully Submitted, ECS MIDWEST., LLC I'd Mike V. McGee, PG Project Manager Jason Warren, REM Principal 1:\Office 53 Environmental\Phase ll\Phase 11\111inois\2861-B United Airlines Corporate Campus SSI 1575 Barc''lay B,m,devaii-d, R�,,,lrffa�o iL, KOK) * T- SZIFT271 M66 * F, 8,4T279,,()'361") :fii t'i� �t' d, c io, rn, J helvesL ECS Capd-Ld Ser\tkes,ii, PL[),,C-1" * �ECS e ECS rsullid o4dandc, I ECS N/1,Jd,').wfeSt,, LJL��'�" 9 ECS SOL[V,'Vel,alst'�I LLP & EC"' ')0 � � LIJI Page 500 of 1060 TABLE OF CONTENTS 1.0 INTRODUCTION........................................................................................................................ 1 1.1 Purpose of Investigation..................................................................................................................1 1.2 Objectives and Scope of Work..........................................................................................................1 2.0 SUBSURFACE EXPLORATION...................................................................................................... 2 2.1 Soil Sampling Program.....................................................................................................................2 2.2 Soil/Gas Sampling Program..............................................................................................................2 2.3 Soil and Soil/Gas Analytical Program.................................................................................................3 3.0 RESULTS OF SUBSURFACE EXPLORATION.................................................................................... 3 3.1 Soil Conditions................................................................................................................................3 3.2 Results of Soil Analysis.....................................................................................................................4 3.3 Results of Soil/Gas Analysis..............................................................................................................5 4.0 CONCLUSIONS.......................................................................................................................... 5 4.1 Summary and Recommendations.....................................................................................................5 5.0 LIMITATIONS............................................................................................................................ 6 FIGURES Figure 1 Topographic Map Figure 2 Aerial Photograph Figure 3 Sample Location Diagram TABLES Tables 1-3 Summary of VOC Concentrations in Soil Tables 4-6 Summary of SVOCs Concentrations in Soil Tables 7-9 Summary of Metals and pH Concentrations in Soil Tables 10-11 Summary of PCB Concentrations in Soil Tables 12-13 Summary of Pesticide Concentrations in Soil Table 14 Summary of VOC Concentrations in Soil/Gas APPENDIX Appendix I Boring Logs Appendix II Laboratory Reports Page 501 of 1060 1 IIII93 : United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 1.0 INTRODUCTION ECS Midwest, LLC (ECS) was retained to perform a subsurface environmental investigation at the property located at 1200 E Algonquin Road, Mt. Prospect, Cook County, Illinois (subject property). A site plan/topographic map is provided as Figure 1 and an Aerial Photograph is provided as Figure 2. The 49.72 acre subject property is identified by the Cook County Assessor's Office as numbers 08-23- 100-018 and 08-23-200-052 and is listed as owned by United Airlines, Inc. The subject property is developed with one, approximately 225,000 square foot two-story building (Building A), one, approximately 60,000 square foot two story building (Building B), one, approximately 175,000 square foot eight -story building (Building C), and one, approximately 50,000 square foot four-story building, and an underground data center. The on -site buildings are mainly utilized for office space and conference/training; however, Buildings C and D also containing hotels rooms and suites. The remainder of the subject property is either landscaped or paved for parking. 1.1 Purpose of Investigation ECS conducted a Phase I Environmental Site Assessment on the subject property (dated August 11, 2021). As noted within our report, the following recognized environmental conditions were identified: • ECS identities the potential use and/or generation of hazardous chemicals on the subject property as a recognized environmental condition. • ECS identities the former LUST incident, without associated documents and NFR letter, as a recognized environmental condition. • ECS identities the former and current on -site USTs to represent a recognized environmental condition to the subject property. • ECS identifies the possible use of pesticides on the subject property (with associated violations) as a recognized environmental condition. • ECS identifies the known spills on the subject property, without regulatory closure, as a recognized environmental condition. • Staining was observed on the floor in the areas of chemical storage, battery charging, and/or diesel generators. ECS identifies the staining as a recognized environmental condition. 1.2 Objectives and Scope of Work In order to obtain the requested samples, ECS performed a subsurface investigation. The subsurface investigation consisted of the collection of thirty-two soil samples and four soil/gas samples. Please note that ECS originally proposed to collect four groundwater samples; however, due to the fact that groundwater was not encountered to the maximum depth explored, groundwater samples were not collected and two deeper soil samples were collected in lieu of groundwater samples. Page 502 of 1060 2 IIII93 : United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 2.0 SUBSURFACE EXPLORATION The subsurface investigation activities included soil and soil/gas sampling and analysis as described below. 2.1 Soil Sampling Program In August 2021, in order to evaluate subsurface soil conditions, ECS collected up to one to two soil samples from thirty-eight soil borings (13-1 through B-38) advanced on the subject property. Please note that, based on observed site conditions,. ECS did not collect samples from each soil boring. The locations of the soil borings are shown in Figure 3. The soil borings were advanced by using a direct -push hydraulic probe (Geoprobe) and were advanced continuously from the ground surface to the bottom of the borings (approximately 15 feet) by pushing a 2-inch diameter by 5 foot long hollow -barreled sampler into/through the soil. Soil samples were collected in dedicated, disposal plastic liners contained in the sampler. Following sample collection, the soil boring holes were backfilled with granular bentonite and/or the soil cuttings to match the existing ground surface. Drilling equipment, including the sampling rods, was decontaminated prior to sampling and in between boring locations using a high-pressure steam cleaner. All drilling activities were conducted by Environmental Soil Probing Corp. of Saint Charles, Illinois under the supervision of an ECS geologist. Please note that ECS originally planned to collect four groundwater samples from temporary monitoring wells installed on the subject property. However, as groundwater was not encountered at any of the boring locations a "deep" sample (approximately 15 feet below ground surface (bgs) was sampled in lieu of groundwater. 2.2 Soil/Gas Sampling Program ECS installed four soil/gas sample collection points (SG-1 through SG-4) and collected soil/gas samples directly from on -site shallow soils. Sampling and analysis was conducted in general accordance with Illinois EPA regulations. Figure 3 provides the locations of the soil/gas sampling points. The soil/gas samples were collected from a depth of 3 feet below the ground surface and above the saturation zone. The soil/gas monitoring points were installed using the truck mounted, direct -push hydraulic probe with an expendable tip and/or a jackhammer drill, to the desired depth (approximately 3 feet below ground surface — as required by the Illinois EPA). Once the desired depth was reached, a %8 inch outside diameter post -run nylon tubing was connected to the expendable point holders. The rods were then pulled up three to six inches to create cavities to collect the soil/gas samples. The rods were sealed at the surface with bentonite clay to prevent air from entering around the rods. Following installation, the monitoring points were purged of approximately five volumes of air prior to soil/gas sample collection. Upon completion of purging activities and prior to sample collection, leak tests, utilizing helium tracer gas, were performed in order to confirm that there were no leaks within the sampling trains. Upon verification that no leaks existed within the sampling trains, soil/gas samples were collected over an 8 minute period utilizing an 8 minute regulator and stainless steel summa canister (calibrated and certified clean by the analytical laboratory). Soil/gas sampling was not conducted within 48 hours after a rainfall event of % inch or greater, in standing or ponded water areas or where soil is constantly watered by an irrigation system. Page 503 of 1060 3 IIII93 : United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 2.3 Soil and Soil/Gas Analytical Program Thirty-two soil samples and four soil/gas samples were collected and analyzed for the parameters listed below: Number of Samples Analytical Parameters Soil 16 VOCs, SVOCs, Pesticides, PCBs, TAL Metals/Cyanide, pH, and/or TCLP Metals 10 VOCs, SVOCs, RCRA Metals, pH 6 BTEX, PNAs, Lead, pH Soil/Gas 4 VOCs VOCs — Volatile organic compounds via Method 5035/8260B, TO-15) SVOCs — Polynuclear aromatic hydrocarbons via Method 8270 TAL/RCRA/TCLP Metals —Via Method 6010B/7471B/1311 Pesticides —via Method 8081 PCBs — Polycyclic Biphenyls via Method 8082 pH —Via Method 9045D The soil and soil/gas analysis was performed by Test America of University Park, Illinois on a standard laboratory turnaround basis. 3.0 RESULTS OF SUBSURFACE EXPLORATION 3.1 Soil Conditions Soil samples were examined for overburden classification as well as for visual evidence of contamination. Soil type, consistency, and the thickness and depth of the units were used to define the site stratigraphy. The following soils were encountered: During drilling, the stratigraphy of the subject property was defined to a depth of approximately 15 feet for the exterior samples and approximately 5 feet for the interior samples, the depth of the deepest soil borings. Generally, the interior samples (B-23 through B-32, B-35 through B-38) comprised of a concrete and subbase from the top of the boring to approximately six inches. This upper layer was generally underlain by grey clay/silty clay to an approximate depth of 5 feet bgs. The remaining exterior locations typically contained an organic -rich topsoil from the surface to approximately 1 foot bgs. This layer was generally underlain by brown silty clay to a depth of ten feet. The remainder of the soils consisted of brown/grey clay to a depth of fifteen feet. Boring logs are included in Appendix I. Headspace vapor measurements were taken in the field on separate split samples (i.e. not on the portion of the sample preserved for subsequent analysis) to estimate the VOC content of the samples using a Ray Systems Mini -Ray photoionization detector (PID). The PID was calibrated with a 100-ppmv/v isobutylene-in-air commercial grade gas standard. The headspace samples were prepared by filling a new airtight plastic bag approximately half full with a sample of the soil collected from the respective sample interval. The airtight bag was then sealed and allowed to equilibrate at ambient temperature and out of direct sunlight for at least 15 minutes. The sample headspace was screened for VOCs by inserting the PID probe through the plastic approximately 1 inch into the airtight bag. Page 504 of 1060 4�IIII93 : United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 PID readings were observed to be at or below background levels at each of the soil boring locations. 3.2 Results of Soil Analysis Soil samples were collected and analyzed for VOCs, SVOCs, RCRA/TAL/TCLP Metals, PCBs, Pesticides, and/or pH. The locations of the soil borings are shown on Figure 3 and the results of the soil analysis are summarized in Tables 1 through 13. Copies of the laboratory report and chain of custody document are included in Appendix I. The results of the soil analysis were compared to the Illinois EPA Tier 1 Soil Remediation Objectives (SROs), and/or documented background concentrations, as cited in Title 35 Illinois Administrative Code 742 (35 IAC 742). Given the use of the subject property (industrial -commercial), these comparisons were based upon an industrial/commercial classification and construction worker scenarios for the soil ingestion and outdoor soil inhalation exposure pathways. The soil component to groundwater ingestion (SCGI) exposure pathway was based upon a Class I groundwater designation, as the actual class of groundwater has not been determined for the subject property. The results of the investigation are as follows: VOCs were not detected at concentrations exceeding applicable SROs. SVOCs were not detected at concentrations exceeding applicable SROs, with the exception of the following: • Benzo[a]anthracene was detected at boring locations B-14 (2.5 mg/kg), B-24 (2.2 mg/kg), and 13- 34 (4.3 mg/kg) which exceeded the Class I Soil Component of the Groundwater Ingestion Exposure Route (SCGI) of 2.0 mg/kg. • Benzo[a]pyrene was detected at boring locations B-14 (2.8 mg/kg) and B-34 (4.4 mg/kg), which exceeded the industrial/commercial soil ingestion remediation objective of 2.1 mg/kg. • Benzo[b]fluoranthene was detected at soil boring location B-34 (6.1 mg/kg), which exceeded the Class I SCGI of 5.0 mg/kg. • Carbazole was detected at B-24 (0.75 mg/kg) and B-34 (1.1 mg/kg), which exceeded the Class SCGI of 0.6 mg/kg. Metals were not detected at concentrations exceeding applicable SROs, with the exception of the following: • TCLP Aluminum was detected at boring locations B-6 (4.1 mg/L), which exceeded the Class SCGI of 3.5 mg/L. • Arsenic was detected at boring location B-15 (17 mg/kg), which exceeded the industrial/commercial soil ingestion remediation objective of 13 mg/kg. • TCLP Manganese was detected at soil boring location B-15 (0.83 mg/L), which exceeded the Class I SCGI of 0.15 mg/L. • Mercury was detected at soil boring B-34 (0.11 mg/kg), which exceeded its Construction Worker Inhalation remediation objective of 0.1 mg/kg. Pesticides were not detected at concentrations exceeding applicable SROs. Page 505 of 1060 5 IIII93 : United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 PCBs were not detected at concentrations exceeding applicable SROs. 3.3 Results of Soil/Gas Analysis Soil/gas samples were collected and analyzed for VOCs. The locations of the soil/gas sampling points are shown in Figure 3. The results of the soil/gas analysis are summarized in Table 14. Copies of the laboratory report and chain of custody document are included in Appendix I. The results of the soil/gas sampling were compared to the Remediation Objectives (ROs) for the Indoor Inhalation Exposure Route and Construction Worker Exposure Route, for industrial/commercial properties, as identified in Table H of Part 742 Tiered Approach to Corrective Action Objectives (TACO). • VOCs were not detected at concentrations exceeding applicable industrial/commercial ROs; however, there were detections of various VOCs that exceeded laboratory detection limits. 4.0 CONCLUSIONS 4.1 Summary and Recommendations ECS Midwest, LLC (ECS) was retained to perform a subsurface environmental investigation at the property located at 1200 E Algonquin Road, Mt. Prospect, Cook County, Illinois. The objective of the subsurface environmental investigation was to determine if the previously identified RECs have negatively impacted the subject property. To meet this objective, ECS collected 32 soil samples and four soil/gas samples for chemical analysis. The findings of our subsurface investigation are noted below. As indicated in the attached tables, exceedances of the following exposure pathways were identified: • Industrial -Commercial Ingestion SVOCs: benzo[a]pyrene Metals: arsenic • Soil Component to Class I Groundwater Ingestion SVOCs: benzo[a]anthracene, benzo[b]fluoranthene, carbazole Metals: aluminum, manganese • Construction Worker (inhalation) Metals: mercury In our opinion, the detected soil concentrations are most likely not associated with a reportable release, but more likely associated with the naturally occurring background concentrations. As such no reporting requirements apply. The residential soil ingestion exceedances could be addressed during future redevelopment through reliance on the use of engineered barriers (asphalt/concrete pavement, building foundation/floor slab, or at least 3 feet of clean soil). In order to address the Class I/SCGI SRO exceedances, the subject property could establish and rely upon a site -specific groundwater use deed restriction which bans the use of groundwater on the subject property. Page 506 of 1060 6�IIII93 : United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 In order to address the construction worker exceedance, ECS recommends that any workers who will be conducting subsurface work at the subject property are notified of the exceedance through implementation of a worker notification and health and safety plan consistent with NIOSH Occupational Safety and Health Guidance Manual for Hazardous Waste Site Activities, OSHA regulation (29 CFR 1910 and 1926), state and location regulations, and other available USEPA guidance documents. As noted in the attached tables, industrial/commercial RO exceedances of the indoor inhalation exposure pathway were not observed within the soil/gas samples collected from the subject property; however, detections of various VOCs were observed. Given the results, while a building control system, as defined in IL 742.1210 (sub -slab or sub -membrane depressurization systems, membrane barrier system, and/or vented raised floor), does not appear to be warranted for the future building, the future building should maintain full concrete walls and floors, with the additional requirement of either no sumps or a sealed sump system. While not required, if a No Further Remediation (NFR) letter from the IEPA is desired, the Subject Property should be enrolled in the IEPA Voluntary Site Remediation Program (SRP) for regulatory closure purposes. The SRP is a voluntary cleanup program that provides Remediation Applicants (property owners) the opportunity to receive IEPA review, technical assistance, and No Further Remediation (NFR) determinations. The NFR letter signifies a release from further responsibilities under the Illinois Environmental Protection Act. If future development will require disposal of onsite soils, please note that based on the elevated contaminant concentrations detected, shallow soils from the subject property currently appear to not be suitable for disposal at a CCDD landfill or soils only landfill and will have to be disposed of at a landfill that is licensed to accept this type of waste stream (Sub -Title D landfill or similar). However, performing the TCLP analysis at the boring locations where metals concentrations were detected in excess of Tier 1 SROs, could get the majority of excavation spoils generated from the subject property to qualify for acceptance into a CCDD, or soils only facility. 5.0 LIMITATIONS The conclusions presented herein are based on field observations and analytical data obtained by ECS at the subject property. The opinions presented here are based on our understanding of existing environmental statutes and regulations. No representation is made or intended relative to future environmental statutes, regulations, or objectives. This report represents our professional judgment and opinion. No warranty is expressed or implied. Page 507 of 1060 United Airlines Corporate Campus SSI ECS Project No. 53-2861-6 October 2021 FIGURES Page 508 of 1060 O (D O O O') O LO N (6 n Figure 11 Tolpographic Map, S,11'1e Locatiibi,n Map ��rs Frq)ertry 'line Headquarte United,A iri 1111200 E Al go nq u I'lin Mt, Prollspect"., 11,11iin,oi,is 600,16, Page 510 of 1060 Fig ure ,2 - Aerial Rh otlogra p1h -Thl�)olgraphic Ma�p USGS,' 'line Headquarters Frq)ertry United,A i ri 1111200 E Al go nq u I'lin Mt, Prollspect"., llllliin,oi,is 600,16, Page 511 of 1060 United Airlines Corporate Campus SSI ECS Project No. 53-2861-8 October 2021 TABLES Page 512 of 1060 ink N m tD In 000000000c,.�00000000000000m00o00000000 m m r- tD m ZD 00 I n � to t r- r- � M � In � tD m 00 ai �n � � to r-I to In Ln O 00 to oo � t Ln lD m Ln to r-N � oo In N to t0 N m oo Ln eu 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v 0 0 v v 0 0 v v 0 0 v v 0 0 v 0 0 v v 0 0 v v 0 0 v v 0 0 v v 0 0 v v 0 0 v v 0 0 v v 0 0 v 0 0 v v 0 0 v v 0 0 v v 0 0 v v 0 0 v v A `I m I I 1 1 I I I I 1 I I I I I 1 1 1 1 I I I I I I 1 1 1 1 1 1 � O I O I I v I I 1 1 I I I I I I I I I I 1 1 1 1 I 1 I 1 I 1 1 I 1 1 1 1 N I or -I I 0 I O V I I 1 1 I 1 I I I 1 I 1 I I 1 I 1 I � 0 1 0 1 1 C I I 1 I 1 I Ln r-I I c I O I O V ,.q 1 1 1 1 I I 1 I 1 1 1 1 I I I I 1 1 1 1 O I O I O V 1 I 1 1 I I I I 1 1 1 1 I 1 I 1 1 1 1 1 I O I O O V 1 I 1 1 I 1 I 1 1 I 1 I O 1 O 1 0 V 1 I 1 I I O I � I I 1 1 I I I I 1 I I I I I 1 1 I I I I I I I I I I 1 1 I I O 0 I v I I I I I I I I I I O I O O I I I I I I O I 0 1 I O I I 1 I I I I I 0 I v 0 00 00 tD 00 to 00 In oo 00 m M � M N N 00 I- Ln 00 O Ln N N 00 00 00 rn Ln Ln Ln 00 M 00 q 00 00 0 00 .... 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N N n N r-I 0) I- 00 00 �n o0 0O r- r- Ln ate4 �� CL 0 0 0 0- 0 0 00 0 0 0 0 0 66 fLi In In N r-I In N N I- n Ln I- m LO n Ln 0 0 0 0 0 0 0 0 O O O O O O O O 0 Q1 CL In In N In r-I In N N V f LA 0 0 O O 0 0 O O 0 0 O O 00 O o o O O O O O O O v v v v v v v v l Ztr-I I:t 0 I�t r-I r-i n r- 0 0 m n 0 0 m1.0 0 0 n m 0 0 O 0 O 0 O O O 0 0 0 0 0 0 0 0 0 v v v v v v v v 00 00 � 00 In o0 � � r- m 0 0 m r- 0 0 m LO 0 0 r-m 0 0 o0000000 o 0 v v 0 0 v v 0 0 v v 0 0 v v c c s z z z z z z z z i c 0 = = = z z = = z z = = z z = z z C, O O O 00 O 00 i U z z z z z z z z G1 1= 4-0 0 0 0 00 0 00 '� � ac oc oc oc ac ac ac ac z z z z z z z z E u° L n = c = = z z = = z z = = z z z -J O N _ 4 s Q l0 r-I N N 00 t v c 0 L c-I N 0 fV r-I r-I M I:* fV fV r-I r-I Zt m fV N r-I r-I l0 O N r-I U U U Cl. d U U a a U U d a U O a d N U Q Ln m aJ J a) a--+ U a) 0 c O 4- ra =a a) aa) O z i 0 oc z Q O 4- a) 75 Q a w Ln D U a O O O O LO (6 0- f A vJ m U) 1 r CO E 00 m yN () W 4-+ C) M O Q L- L � U U Q LU D O O m 0 Ln r-I 00 m r- r- O O tt O � O w O 1.0 1.0 O O � O 0 00000 v v 0 v 0 v 0 v 0 0 v v 0 v Ln Ln N Izi- r-I Ln N N n r- r- 00000000 Ln I- m l0 I" Ln 0 0 0 0 0 0 0 0 0 6 v v 6 v 6 v 6 v 6 6 v v 6 v w 00 IZI- n Ln w Ln RZI- I- I- O O Ln O I- O m O Lo I� O O Ln O N� 0 0 0 0 0 0 0 0 y.. 0 0 v v 0 v 0 v 0 v 0 0 v v 0 v N N O N 00 M O O (V 0 N, r- r- 0 0 Ln 0 I� 0 00 0 to I" 0 0 Ln 0 0 0 0 0 0 0 0 0 v v v v v v v v O V J �' N O O 0 0 O 0 O 0 O 0 O O 0 0 O 0 0 0 v v 0 v 0 v 0 v 0 0 v v 0 v !1. E N r N Cf r- r- O O Ln O n O 00 O lD r� O O Ln O 0 0 0 0 0 0 0 0 �0 O O v v O v O v O v O O v v O v tko Tt � c-I M O Rt r-I r-I G � Ln r- m to � Ln N0 0 0 0 0 0 0 0 m �00000000 v v v v v v v v T n T M 00000000 Ln rn to Ln 66666666 v v v v v v v v c 41 0 z z z z z z z z 4-0 0 0 0 0 0 0 0 0 V � C3 �,�, � au zzzzzzzz i= 0 0 0 0 0 0 0 0 E s = z z = z = z = z = = z z = z u ca p fB O tU � m s CL f6 lD r-I CV CV M R:I- O L r- N O cV c-I c-I M N c-I lz:j- N c-I 4:1- cV c-I Ln Lo cV (N c-I c-I O -r_ U m m m m m m m 2' V V V V V V V O L df, M m s N a, L H N GJ U x LLI N V a Ln rr) a� J 4J a--+ U N 0 c O a) Of O z 0 Z Q O s au Q d LU N V a 0 O 0 O N LO N (6 n ECS Project # 2861-B UA Corporate Campus SSI Table 14. Summary of Sample Analyses for Soil/Gas - USEPA TO-15 Compounds Analyte Indoor RO Residential Sample Ili SC�1- - SG-2 ' -3 G-4 , , mg/m3 1,111-Trichloroethane 41,000 <0.0044 <0.0044 <0.0044 <0.0044 1,112-Trichloroethane 170,000 <0.0044 <0.0044 <0.0044 <0.0044 1,1-Dichloroethane 4,200 <0.0032 <0.0032 <0.0032 <0.0032 1,1-Dichloroethylene 11600 <0.0032 <0.0032 <0.0032 <0.0032 1,2,4-Trichlorobenzene 25 <0.030 <0.030 <0.030 <0.030 1,2-Dibromoethane 0.048 <0.0061 <0.0061 <0.0061 <0.0061 1,2-Dichlorobenzene 11700 <0.0048 <0.0048 <0.0048 <0.0048 1,2-Dichloroethane 0.81 0.00067 <0.0032 0.00054 <0.0032 1,2-Dichloropropene 2.3 <0.0037 <0.0037 <0.0037 <0.0037 114-Dichlorobenzene 61800 <0.0048 <0.0048 <0.0048 <0.0048 2-Butanone (MEK) 40,000 0.020 0.048 0.0075 0.0083 Acetone 750,000 0.052 0.22 0.054 0.12 Benzene 2.8 0.0042 0.0089 0.0012 0.0013 Bromodichloromethane 450,000 <0.0054 <0.0054 <0.0054 <0.0054 Bromoform 52 <0.0083 <0.0083 <0.0083 <0.0083 Butanol 29,000 0.0093 0.016 0.012 0.014 Carbon disulfide 51300 0.027 0.20 0.0012 0.00098 tetrachloride 1.5 0.00098 <0.0050 <0.0050 <0.0050 lCarbon Chlorobenzene 420 0.00064 0.00059 0.00046 0.00044 Chloroclibromomethane 57,000 <0.0068 <0.0068 <0.0068 <0.0068 0.92 0.0019 0.00035 <0.0039 0.0013 IChloroform cis-112-Dichloroethylene 111001000 <0.0032 <0.0032 <0.0032 <0.0032 Dichlorodifluoromethane 11700 0.0037 0.0014 0.0028 0.0026 Ethylbenzene 9.3 0.0065 0.023 0.00092 0.0018 Isopropyl benzene 3,500 0.0017 0.0037 <0.0079 <0.0079 m+p-Xylene 820 0.024 0.11 0.0028 0.0055 Methyl bromide 42 <0.0031 <0.0031 <0.0031 <0.0031 Methyl tertiary butyl ether 24,000 <0.014 <0.014 <0.014 <0.014 Methylene chloride 45 0.14 0.022 0.025 <0.014 0.75 <0.010 <0.010 <0.010 <0.010 lNaphthalene o-Xylene 790 0.017 0.052 0.0016 0.0022 p-Dioxane 2.3 <0.0072 <0.0072 <0.0072 <0.0072 Styrene 8,500 <0.0034 <0.0034 <0.0034 0.0010 Tetrachloroethylene 4 0.0098 0.0013 0.00076 0.0049 Toluene 40,000 0.054 0.060 0.022 0.0075 510 <0.0032 <0.0032 <0.0032 <0.0032 Itrans-1,2-Dichloroethylene Trichloroethylene 12 <0.0021 0.00071 <0.0021 0.086 Trichlorofluoromethane 51600 0.012 0.0014 0.0021 0.0020 nyl acetate 1,600 <0.014 <0.014 <0.014 <0.014 nyl chloride 4.8 <0.0010 <0.0010 <0.0010 <0.0010 ylenes (total) [trans-1,3-Dichloropropene 840 0.041 0.16 0.0044 0.0077 s-1,3-Dichloropropene NRO <0.0036 <0.0036 <0.0036 <0.0036 NRO <0.0036 <0.0036 <0.0036 <0.0036 Concentrations in excess of ROs are shaded yellow Exceeded ROs are shaded green Indoor ROs as Listed in 35 IAC 742 Appendix B - Table H NRO - No Remedial Objective Listed Air Analysis via USEPA Method TO-15 Page 526 of 1060 United Airlines Corporate Campus SSI ECS Project No. 53-2861-B October 2021 BORING LOGS Page 527 of 1060 IIN p � PRO' The E5 IX 2 e a am Visit usat: Attn: Mike McGee Authorized for release by 912312021 12:12:15 PM Jim Knapp, Project Manager 11 (630)758-0262 ,.Iirn �Kin a �F.') p @ u irofi �in Set co�i�T'i ............... The test results in this report meet all 2003 NELAC, 2009 TNI, and 2016 TNI requirements for accredited parameters, exceptions are noted in this report. This report may not be reproduced except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Results relate only to the items tested and the sample(s) as received by the laboratory. Page 528 of 1060 Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-B) Laboratory Job ID: 500-204605-2 Table of Contents Cover Page .............................................. � Table of Contents ........................................ 2 Case Narrative .......................................... 3 Detection Summary ........................................ 4 Method Summary ......................................... 5 Sample Summary ....................................... . . 6 Client Sample Results ...................................... 7 Definitions ............................................... 11 QC Association ........................................... 12 QC Sample Results ........................................ 13 Chronicle................................................ 14 Certification Summary .................................... 15 Chain of Custody ........................................ 16 Receipt Checklists ......................................... 17 Page 2 of 17 Eurofins TestAmerica, Chicago 9/23/2021 Page 529 of 1060 Case Narrative Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Laboratory: Eurofins TestAmerica, Chicago Narrative Job Narrative 500-204605-2 Comments No additional comments. Job ID: 500-204605-2 Receipt The samples were received on 9/1/2021 1:30 PM. Unless otherwise noted below, the samples arrived in good condition, and where required, properly preserved and on ice. The temperature of the cooler at receipt was 1.61 C. Metals Method 601OB: The continuing calibration blanks (CCB) contained Iron above the reporting limit (RL). The sample B-7D (500-204605-4) and B-20D (500-204605-6) associated with this CCB did not contain the target compound; therefore, re -analysis of samples was not performed. B-7D (500-204605-4) and B-20D (500-204605-6) No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Eurofins TestAmerica, Chicago Page 3 of 17 9/23/2021 Page 530 of 1060 Detection Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Client Sample ID: 13-713 Lab Sample ID: 500-204605-4 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Cobalt ---- 0.053 0.025 0.010 mg/L 1 6010B TCLP IIIIIIII Client Sample ID: B-18D Lab Sample ID: 500-204605-5 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Cobalt 0.040 0.025 0.010 mg/L 1 6010B TCLP Client Sample ID: B-20D Lab Sample ID: 500-204605-6 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Cobalt 0.034 0.025 0.010 mg/L 1 6010B TCLP Client Sample ID: B-23D Lab Sample ID: 500-204605-7 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Nickel Copper Zinc Cobalt 0.052 0.012 0.061 0.024 J J J 0.025 0.025 0.10 0.025 0.010 0.010 0.020 0.010 mg/L mg/L mg/L mg/L 1 6010B TCLP 1 6010B TCLP 1 6010B TCLP 1 6010B TCLP This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 4 of 17 9/23/2021 Page 531 of 1060 Method Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Method Method Description Protocol Laboratory 6010B Metals (ICP) SW846 TAL CHI 1311 TCLP Extraction SW846 TAL CHI 3010A Preparation, Total Metals SW846 TAL CHI Protocol References: SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL CHI = Eurofins TestAmerica, Chicago, 2417 Bond Street, University Park, IL 60484, TEL (708)534-5200 Eurofins TestAmerica, Chicago Page 5 of 17 9/23/2021 Page 532 of 1060 Sample Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Lab Sample ID Client Sample ID Matrix Collected Received 500-204605-4 B-71D Solid 08/31 /21 13:30 09/01 /21 13:30 500-204605-5 B-18D Solid 08/31 /21 13:50 09/01 /21 13:30 500-204605-6 B-20D Solid 08/31 /21 14:20 09/01 /21 13:30 500-204605-7 B-23D Solid 08/31 /21 14:45 09/01 /21 13:30 Job ID: 500-204605-2 Page 6 of 17 Eurofins TestAmerica,g�ri�yggQ1 Page 533 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Client Sample ID: 13-713 Lab Sample ID: 500-204605-4 Date Collected: 08/31/21 13:30 Matrix: Solid Date Received: 09/01/21 13:30 Method: 6010B - Metals (ICP) - TCLP Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Iron ND 0.20 0.20 mg/L 09/21 /21 07:42 09/21 /21 16:10 1 Aluminum ND 0.20 0.20 mg/L 09/21/2107:42 09/21/2116:10 1 Cobalt 0.053 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:10 1 Eurofins TestAmerica, Chicago Page 7 of 17 9/23/2021 Page 534 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Client Sample ID: B-18D Lab Sample ID: 500-204605-5 Date Collected: 08/31/21 13:50 Matrix: Solid Date Received: 09/01/21 13:30 Method: 6010B - Metals (ICP) - TCLP Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Iron ND 0.20 0.20 mg/L 09/21 /21 07:42 09/22/21 14:44 1 Aluminum ND 0.20 0.20 mg/L 09/21/2107:42 09/21/2116:14 1 Cobalt 0.040 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:14 1 Eurofins TestAmerica, Chicago Page 8 of 17 9/23/2021 Page 535 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Client Sample ID: B-20D Lab Sample ID: 500-204605-6 Date Collected: 08/31/21 14:20 Matrix: Solid Date Received: 09/01/21 13:30 Method: 6010B - Metals (ICP) - TCLP Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Iron ND 0.20 0.20 mg/L 09/21 /21 07:42 09/21 /21 16:17 1 Cobalt 0.034 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:17 1 Eurofins TestAmerica, Chicago Page 9 of 17 9/23/2021 Page 536 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Job ID: 500-204605-2 Client Sample ID: B-23D Lab Sample ID: 500-204605-7 Date Collected: 08/31/21 14:45 Matrix: Solid Date Received: 09/01/21 13:30 Method: 6010B - Metals (ICP) - TCLP Analyte Result Qualifier Beryllium ND Iron ND Nickel 0.052 Copper 0.012 J Zinc 0.061 J Cobalt 0.024 J RL MDL Unit D Prepared Analyzed Dil Fac 0.0040 0.0040 mg/L 09/21 /21 07:42 09/21 /21 16:20 1 0.20 0.20 mg/L 09/21 /21 07:42 09/22/21 14:47 1 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:20 1 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:20 1 0.10 0.020 mg/L 09/21 /21 07:42 09/21 /21 16:20 1 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:20 1 Page 10 of 17 Eurofins TestAmerica, Chicago 9/23/2021 Page 537 of 1060 Definitions/Glossary Client: ECS Midwest LLC Job ID: 500-204605-2 Project/Site: Cloud HQ (53: 2861-B) Qualifiers Metals Qualifier Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. 0 Listed under the "D" column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MCL EPA recommended "Maximum Contaminant Level" MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent POS Positive / Present PQL Practical Quantitation Limit PRES Presumptive QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TNTC Too Numerous To Count Eurofins TestAmerica, Chicago Page 11 of 17 9/23/2021 Page 538 of 1060 QC Association Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Metals Leach Batch: 619220 Lab Sample ID Client Sample ID 500-204605-4 B-71D 500-204605-5 B-18D 500-204605-6 B-20D 500-204605-7 B-23D LB 500-619220/2-B Method Blank Prep Batch: 619477 Lab Sample ID Client Sample ID 500-204605-4 B-71D 500-204605-5 B-18D 500-204605-6 B-20D 500-204605-7 B-23D LB 500-619220/2-B Method Blank LCS 500-619477/2-A Lab Control Sample Analysis Batch: 619755 Lab Sample ID Client Sample ID 500-204605-4 B-71D 500-204605-5 B-18D 500-204605-6 B-20D 500-204605-7 B-23D LB 500-619220/2-B Method Blank LCS 500-619477/2-A Lab Control Sample Analysis Batch: 619928 Lab Sample ID Client Sample ID 500-204605-5 B-18D 500-204605-7 B-23D Job ID: 500-204605-2 Prep Type Matrix Method Prep Batch TCLP Solid 1311 TCLP Solid 1311 TCLP Solid 1311 TCLP Solid 1311 TCLP Solid 1311 Prep Type Matrix Method Prep Batch TCLP Solid 3010A 619220 TCLP Solid 3010A 619220 TCLP Solid 3010A 619220 TCLP Solid 3010A 619220 TCLP Solid 3010A 619220 Total/NA Solid 3010A Prep Type Matrix Method Prep Batch TCLP Solid 6010B 619477 TCLP Solid 6010B 619477 TCLP Solid 6010B 619477 TCLP Solid 6010B 619477 TCLP Solid 6010B 619477 Total/NA Solid 6010B 619477 Prep Type Matrix Method Prep Batch TCLP Solid 6010B 619477 TCLP Solid 6010B 619477 Eurofins TestAmerica, Chicago Page 12 of 17 9/23/2021 Page 539 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204605-2 Project/Site: Cloud HQ (53: 2861-13) Method: 6010B - Metals (ICP) Lab Sample ID: LCS 500-619477/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 619755 Prep Batch: 619477 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Beryllium 0.0500 0.0535 mg/L 107 80 -120 Iron 1.00 1.11 mg/L 111 80 - 120 Nickel 0.500 0.515 mg/L 103 80 -120 Copper 0.250 0.268 mg/L 107 80 -120 Aluminum 2.00 2.09 mg/L 105 80 -120 Zinc 0.500 0.587 mg/L 117 80 -120 Cobalt 0.500 0.518 mg/L 104 80 -120 Lab Sample ID: LB 500-619220/2-B Client Sample ID: Method Blank 111,11i' I'll"��+'+�11j� Matrix: Solid Prep Type: TCLP ll�l Analysis Batch: 619755 Prep Batch: 619477 LB LB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Beryllium ND 0.0040 0.0040 mg/L 09/21/2107:42 09/21/2116:00 1 Iron ND 0.20 0.20 mg/L 09/21 /21 07:42 09/21 /21 16:00 1 Nickel ND 0.025 0.010 mg/L 09/21/2107:42 09/21/2116:00 1 Copper ND 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:00 1 Aluminum ND 0.20 0.20 mg/L 09/21/2107:42 09/21/2116:00 1 Zinc ND 0.10 0.020 mg/L 09/21/2107:42 09/21/2116:00 1 Cobalt ND 0.025 0.010 mg/L 09/21 /21 07:42 09/21 /21 16:00 1 Eurofins TestAmerica, Chicago Page 13 of 17 9/23/2021 Page 540 of 1060 Lab Chronicle Client: ECS Midwest LLC Job ID: 500-204605-2 Project/Site: Cloud HQ (53: 2861-13) Client Sample ID: 13-713 Lab Sample ID: 500-204605-4 Date Collected: 08/31/21 13:30 Matrix: Solid Date Received: 09/01/21 13:30 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab TCLP Leach 1311 619220 09/17/21 15:07 EA TAL CHI TCLP Prep 3010A 619477 09/21/21 07:42 BDE TAL CHI TCLP Analysis 6010B 1 619755 09/21/21 16:10 JJB TAL CHI Client Sample ID: B-18D Lab Sample ID: 500-204605-5 Date Collected: 08/31/21 13:50 Matrix: Solid Date Received: 09/01/21 13:30 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab TCLP Leach 1311 619220 09/17/21 15:07 EA TAL CHI TCLP Prep 3010A 619477 09/21/21 07:42 BDE TAL CHI TCLP Analysis 6010B 1 619755 09/21/21 16:14 JJB TAL CHI TCLP Leach 1311 619220 09/17/21 15:07 EA TAL CHI TCLP Prep 3010A 619477 09/21/21 07:42 BDE TAL CHI TCLP Analysis 6010B 1 619928 09/22/21 14:44 JJB TAL CHI Client Sample ID: B-20D Lab Sample ID: 500-204605-6 Date Collected: 08/31/21 14:20 Matrix: Solid Date Received: 09/01/21 13:30 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab TCLP Leach 1311 619220 09/17/21 15:07 EA TAL CHI TCLP Prep 3010A 619477 09/21/21 07:42 BDE TAL CHI TCLP Analysis 6010B 1 619755 09/21/21 16:17 JJB TAL CHI Client Sample ID: B-23D Lab Sample ID: 500-204605-7 Date Collected: 08/31/21 14:45 Matrix: Solid Date Received: 09/01/21 13:30 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab TCLP Leach 1311 619220 09/17/21 15:07 EA TAL CHI TCLP Prep 3010A 619477 09/21/21 07:42 BDE TAL CHI TCLP Analysis 6010B 1 619755 09/21/21 16:20 JJB TAL CHI TCLP Leach 1311 619220 09/17/21 15:07 EA TAL CHI TCLP Prep 3010A 619477 09/21/21 07:42 BDE TAL CHI TCLP Analysis 6010B 1 619928 09/22/21 14:47 JJB TAL CHI Laboratory References: TAL CHI = Eurofins TestAmerica, Chicago, 2417 Bond Street, University Park, IL 60484, TEL (708)534-5200 Eurofins TestAmerica, Chicago Page 14 of 17 9/23/2021 Page 541 of 1060 Accreditation/Certification Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53: 2861-13) Laboratory: Eurofins TestAmerica, Chicago The accreditations/certifications listed below are applicable to this report. Job ID: 500-204605-2 Authority Program Identification Number Expiration Date Illinois NELAP IL00035 04-29-22 Eurofins TestAmerica, Chicago Page 15 of 17 9/23/2021 Page 542 of 1060 ou LIO 0 (0) 4) 0 0 Roomc tv D Lc) ■ (D Ir.r C) C14 LO ------------------- . . . ....... z 0 c CL) X�W w z CL D E---., (L) E 0 ❑0 C: (Dj 0 z o z cmu co --*.-�CL m E, co C. peal x 0 © U 01 0 VNd x X319 slelow vMON x x Hd X X xj x x X: x iapjueA3/9je4aW -lVjL x x x x 4) 4) 0 CL CL (D to S80d x x x X1 E 4s SOP101 Od x x 1 x x � ' >1 2 -1 a 43 cr � (D a) SOOAS x x x x x ti 0 $00AI: x x x x x g6��M;RW 10 - +-�f 4-J ft 0 �14 14 he �4 _Sz A t\ 4) E ---,.E E to Ln Ln tA V) Un un Lo m © 0 c1q C) CL w E E C) C C> Ln vt 0 cn 0 Ln 0 N Ln q* IU x rN C�4 r%j C'14 C14 rq ac 0 0 LL 00 00 m 00 m 00 m 00 m CL E CX. E 0 0 Ln z x C\j 0 fl- 140* co c 0 m (A Irmo tt m -�Q Co r- Am Vt, 00 0 M E It rq cr L) CF) 00 CY 0 M m ca > E CO N -0 U) Cc LO CCD a) oP.- CU Z C%J U11) i z 0 4 C � .c � cr .� `� cr ui to -r- 00 0 IL C-4 cv •a) 0- IL 0 (0 0 Q- (D � I a) of 'm Login Sample Receipt Checklist Client: ECS Midwest LLC Job Number: 500-204605-2 Login Number: 204605 List Number: 1 Creator: Buckley, Paula M Question List Source: Eurofins TestAmerica, Chicago Answer Comment Radioactivity wasn't checked or is </= background as measured by a survey True meter. The cooler's custody seal, if present, is intact. True Sample custody seals, if present, are intact. True The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True 1.6 COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time (excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. True There is sufficient vol. for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is N/A <6mm (1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A Eurofins TestAmerica, Chicago Page 17 of 17 9/23/2021 Page 544 of 1060 IIN p � PRO' The E5 IX 2 e a am Visit usat: Attn: Mike McGee Authorized for release by 912120214:50:12 PM Jim Knapp, Project Manager 11 (630)758-0262 ,.Iirn �Kin a �F.') p @ u irofi �in Set co�i�T'i ............... The test results in this report meet all 2003 NELAC, 2009 TNI, and 2016 TNI requirements for accredited parameters, exceptions are noted in this report. This report may not be reproduced except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Results relate only to the items tested and the sample(s) as received by the laboratory. Page 545 of 1060 Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Laboratory Job ID: 500-204356-1 Table of Contents Cover Page .............................................. 1 Table of Contents ........................................ 2 Case Narrative .......................................... 3 Detection Summary ........................................ 5 Method Summary ......................................... 10 Sample Summary ......................................... 11 Client Sample Results ...................................... 12 Definitions ............................................. . . 40 QC Association ........................................... 42 Surrogate Summary ..................................... 47 QC Sample Results ............................... . . . . . . ... 50 Chronicle.............................................. 65 Certification Summary .................................... 71 Chain of Custody ........................................ 72 Receipt Checklists ......................................... 73 Page 2 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 546 of 1060 Case Narrative Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Laboratory: Eurofins TestAmerica, Chicago Narrative Job Narrative 500-204356-1 Comments No additional comments. Job ID: 500-204356-1 Receipt The samples were received on 8/26/2021 12:50 PM. Unless otherwise noted below, the samples arrived in good condition, and where required, properly preserved and on ice. The temperature of the cooler at receipt was 0.81 C. GC/MS VOA Method 8260B: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for 616485 recovered outside control limits for Acetone. B-6 (500-204356-3), B-7 (500-204356-4), B-10 (500-204356-6), B-15 (500-204356-9), B-17 (500-204356-10) and B-18 (500-204356-11) No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. GC/MS Semi VOA Method 8270D: The continuing calibration verification (CCV) analyzed in batch 500-616422 was outside the method criteria for the following analyte(s): 2,2'-oxybis[1-chloropropane] and Hexachlorocyclopentadiene. A CCV standard at or below the reporting limit (RL) was analyzed with the affected samples and found to be acceptable. As indicated in the reference method, sample analysis may proceed; however, any detection for the affected analyte(s) is considered estimated. Method 8270D: The continuing calibration verification (CCV) analyzed in batch 500-616645 was outside the method criteria for the following analyte(s): bis(chloroisopropyl) ether, 2,4,6-Tribromophenol (Surr), Hexachlorobenzene, Hexachlorocyclopentadiene and Pentachlorophenol. A CCV standard at or below the reporting limit (RL) was analyzed with the affected samples and found to be acceptable. As indicated in the reference method, sample analysis may proceed; however, any detection for the affected analyte(s) is considered estimated. Method 8270D: The continuing calibration verification (CCV) analyzed in 500-616645 was outside the method criteria for the following analyte(s): Benzo[a]pyrene. As indicated in the reference method, sample analysis may proceed; however, any detection for the affected analyte(s) is considered estimated. Method 8270D: The following sample contained one acid surrogate outside acceptance limits: B-7 (500-204356-4). The laboratory's SOP allows one acid and one base surrogate to be outside acceptance limits; therefore, re -extraction was not performed. These results have been reported and qualified. Method 8270D: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for preparation batch 500-616303 and analytical batch 500-616422 were outside control limits. Sample matrix interference and/or non -homogeneity are suspected because the associated laboratory control sample (LCS) recovery was within acceptance limits. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. GC Semi VOA Method 8081 B: ) The %RPD between the primary and confirmation column exceeded 40% for beta-BHC for the following sample: B-7 (500-204356-4). The lower has been reported and qualified in accordance with the laboratory's SOP. Method 8081 B: The %RPD between the primary and confirmation column exceeded 40% for 4,4'-DDT for the following sample: B-6 (500-204356-3). The lower has been reported and qualified in accordance with the laboratory's SOP. Method 8081 B: The following samples required a mercury clean-up, via EPA Method 3660A, to reduce matrix interferences caused by sulfur: B-6 (500-204356-3). The reagent lot number used was: SLCG3578. Method 8082A: Surrogate DCB Decachlorobiphenyl recovery for the following method blank (MB) was outside control limits: (MB 500-616559/1-A). The other surrogate was within limits and the MB is non -detect for the target analytes; therefore, re -analysis was not Eurofins TestAmerica, Chicago Page 3 of 73 9/2/2021 Page 547 of 1060 Case Narrative Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Job ID: 500-204356-1 (Continued) Laboratory: Eurofins TestAmerica, Chicago (Continued) performed. Method 8082A: The following sample required a mercury clean-up, via EPA Method 3660A, to reduce matrix interferences caused by sulfur: B-6 (500-204356-3). The reagent lot number used was: SLCG3578. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Metals Method 6010B: The method blank for preparation batch 500-616902 and analytical batch 500-617123 contained Calcium and Magnesium above the reporting limit (RL). Associated sample(s) were not re -extracted and/or re -analyzed because results were greater than 10X the value found in the method blank. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. General Chemistry No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. Organic Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. Eurofins TestAmerica, Chicago Page 4 of 73 9/2/2021 Page 548 of 1060 Detection Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-1 Lab Sample ID: 500-204356-1 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Acenaphthene 0.046 0.037 0.0068 mg/Kg 1 3:� 8270D Total/NA IIIIIIII Fluorene 0.068 0.037 0.0053 mg/Kg 1 3:� 8270D Total/NA Phenanthrene 0.50 0.037 0.0053 mg/Kg 1 0 8270D Total/NA Anthracene 0.12 0.037 0.0063 mg/Kg 1 0 8270D Total/NA Fluoranthene 1.2 0.037 0.0070 mg/Kg 1 0 8270D Total/NA Pyrene 0.95 0.037 0.0075 mg/Kg 1 0 8270D Total/NA Benzo[a]anthracene 0.37 0.037 0.0051 mg/Kg 1 * 8270D Total/NA Chrysene 0.46 0.037 0.010 mg/Kg 1 * 8270D Total/NA Benzo[b]fluoranthene 0.63 0.037 0.0081 mg/Kg 1 -a 8270D Total/NA Benzo[k]fluoranthene 0.28 0.037 0.011 mg/Kg 1 0 8270D Total/NA Benzo[a]pyrene 0.43 0.037 0.0073 mg/Kg 1 0 8270D Total/NA Indeno[1,2,3-cd]pyrene 0.14 0.037 0.0098 mg/Kg 1 0 8270D Total/NA Dibenz(a,h)anthracene 0.046 0.037 0.0073 mg/Kg 1 0 8270D Total/NA Benzo[g,h,i]perylene 0.12 0.037 0.012 mg/Kg 1 0 8270D Total/NA Lead 13 0.54 0.25 mg/Kg 1 -a 6010B Total/NA pH 7.6 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-5 Lab Sample ID: 500-204356-2 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Lead 14 0.55 0.25 mg/Kg 1 -a 6010B Total/NA pH 8.2 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Acetone 0.12 *1 0.021 0.0093 mg/Kg 1 -a 8260B Total/NA Methyl Ethyl Ketone 0.023 0.0053 0.0024 mg/Kg 1 -a 8260B Total/NA beta-BHC 0.0033 0.0020 0.0016 mg/Kg 1 -a 8081 B Total/NA 4,4'-DDD 0.038 0.0020 0.0011 mg/Kg 1 0 8081 B Total/NA 4,4'-DDT 0.0013 J 0.0020 0.00096 mg/Kg 1 0 8081 B Total/NA 4,4'-DDE - DL 0.14 0.010 0.0052 mg/Kg 5 0 8081 B Total/NA Aluminum 12000 B 23 9.4 mg/Kg 1 -a 6010B Total/NA Antimony 1.3 J 2.3 0.45 mg/Kg 1 -a 6010B Total/NA Arsenic 6.6 1.2 0.39 mg/Kg 1 0 6010B Total/NA Barium 110 1.2 0.13 mg/Kg 1 0 6010B Total/NA Beryllium 0.88 0.46 0.11 mg/Kg 1 * 6010B Total/NA Cadmium 0.14 J B 0.23 0.042 mg/Kg 1 -a 6010B Total/NA Calcium 45000 B 23 3.9 mg/Kg 1 0 6010B Total/NA Chromium 18 1.2 0.57 mg/Kg 1 0 6010B Total/NA Cobalt 12 0.58 0.15 mg/Kg 1 0 6010B Total/NA Copper 34 1.2 0.32 mg/Kg 1 * 6010B Total/NA Iron 22000 B 23 12 mg/Kg 1 * 6010B Total/NA Lead 14 0.58 0.27 mg/Kg 1 0 6010B Total/NA Magnesium 23000 B 12 5.7 mg/Kg 1 0 6010B Total/NA Manganese 530 B 1.2 0.17 mg/Kg 1 0 6010B Total/NA Nickel 31 1.2 0.34 mg/Kg 1 0 6010B Total/NA Potassium 2500 58 20 mg/Kg 1 * 6010B Total/NA Silver 0.36 J 0.58 0.15 mg/Kg 1 -a 6010B Total/NA Sodium 1900 120 17 mg/Kg 1 * 6010B Total/NA Vanadium 24 0.58 0.14 mg/Kg 1 0 6010B Total/NA Zinc 65 2.3 1.0 mg/Kg 1 0 6010B Total/NA This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 5 of 73 9/2/2021 Page 549 of 1060 Detection Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-6 (Continued) Lab Sample ID: 500-204356-3 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Mercury 0.032 0.018 0.0059 mg/Kg 1 * 7471 B Total/NA IIIIIIII Cyanide, Total 0.13 J 0.26 0.13 mg/Kg 1 3:� 9012B Total/NA pH 7.9 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Benzo[b]fluoranthene 0.015 J 0.038 0.0083 mg/Kg 1 -a 8270D Total/NA Benzo[g,h,i]perylene 0.013 J 0.038 0.012 mg/Kg 1 -a 8270D Total/NA Chrysene 0.017 J 0.038 0.010 mg/Kg 1 -a 8270D Total/NA Fluoranthene 0.0085 J 0.038 0.0071 mg/Kg 1 0 8270D Total/NA Phenanthrene 0.0092 J 0.038 0.0054 mg/Kg 1 0 8270D Total/NA Pyrene 0.016 J 0.038 0.0076 mg/Kg 1 0 8270D Total/NA beta-BHC 0.011 0.0019 0.0015 mg/Kg 1 0 8081 B Total/NA 4,4'-DDD 0.0051 0.0019 0.0010 mg/Kg 1 * 8081 B Total/NA 4,4'-DDE 0.0068 0.0019 0.00099 mg/Kg 1 * 8081 B Total/NA 4,4'-DDT 0.0015 J 0.0019 0.00091 mg/Kg 1 0 8081 B Total/NA Aluminum 11000 B 23 9.4 mg/Kg 1 0 6010B Total/NA Antimony 1.3 J 2.3 0.45 mg/Kg 1 0 6010B Total/NA Arsenic 9.9 1.1 0.39 mg/Kg 1 0 6010B Total/NA Barium 45 1.1 0.13 mg/Kg 1 0 6010B Total/NA Beryllium 0.98 0.46 0.11 mg/Kg 1 0 6010B Total/NA Cadmium 0.091 J B 0.23 0.041 mg/Kg 1 -a 6010B Total/NA Calcium 52000 B 23 3.9 mg/Kg 1 -a 6010B Total/NA Chromium 18 1.1 0.57 mg/Kg 1 * 6010B Total/NA Cobalt 12 0.57 0.15 mg/Kg 1 0 6010B Total/NA Copper 33 1.1 0.32 mg/Kg 1 0 6010B Total/NA Iron 28000 B 23 12 mg/Kg 1 0 6010B Total/NA Lead 16 0.57 0.27 mg/Kg 1 0 6010B Total/NA Magnesium 27000 B 11 5.7 mg/Kg 1 0 6010B Total/NA Manganese 380 B 1.1 0.17 mg/Kg 1 0 6010B Total/NA Nickel 37 1.1 0.33 mg/Kg 1 0 6010B Total/NA Potassium 3000 57 20 mg/Kg 1 0 6010B Total/NA Silver 0.25 J 0.57 0.15 mg/Kg 1 0 6010B Total/NA Sodium 150 110 17 mg/Kg 1 -a 6010B Total/NA Vanadium 25 0.57 0.14 mg/Kg 1 0 6010B Total/NA Zinc 61 2.3 1.0 mg/Kg 1 * 6010B Total/NA Mercury 0.022 0.018 0.0061 mg/Kg 1 * 7471 B Total/NA pH 7.8 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-9 Lab Sample ID: 500-204356-5 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Lead 7.6 0.55 0.25 mg/Kg 1 0 6010B Total/NA Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Benzo[a]anthracene 0.0092 J 0.039 0.0052 mg/Kg 1 * 8270D Total/NA Benzo[b]fluoranthene 0.024 J 0.039 0.0084 mg/Kg 1 * 8270D Total/NA Benzo[g,h,i]perylene 0.028 J F1 0.039 0.012 mg/Kg 1 * 8270D Total/NA Chrysene 0.026 J 0.039 0.011 mg/Kg 1 0 8270D Total/NA This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 6 of 73 9/2/2021 Page 550 of 1060 Detection Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-10 (Continued) Lab Sample ID: 500-204356-6 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Dibenz(a,h)anthracene 0.016 J 0.039 0.0075 mg/Kg 1 * 8270D Total/NA IIIIIIII Indeno[1,2,3-cd]pyrene 0.019 J F1 0.039 0.010 mg/Kg 1 0 8270D Total/NA Phenanthrene 0.020 J 0.039 0.0054 mg/Kg 1 0 8270D Total/NA Pyrene 0.015 J 0.039 0.0077 mg/Kg 1 0 8270D Total/NA Aluminum 11000 B 21 8.5 mg/Kg 1 0 6010B Total/NA Antimony 0.96 J 2.1 0.41 mg/Kg 1 0 6010B Total/NA Arsenic 6.6 1.0 0.36 mg/Kg 1 0- 6010B Total/NA Barium 37 1.0 0.12 mg/Kg 1 0 6010B Total/NA Beryllium 0.84 0.42 0.098 mg/Kg 1 -a 6010B Total/NA Cadmium 0.096 J B 0.21 0.038 mg/Kg 1 -a 6010B Total/NA Calcium 53000 B 21 3.5 mg/Kg 1 -a 6010B Total/NA Chromium 17 1.0 0.52 mg/Kg 1 0 6010B Total/NA Cobalt 9.0 0.52 0.14 mg/Kg 1 0 6010B Total/NA Copper 24 1.0 0.29 mg/Kg 1 0 6010B Total/NA Iron 20000 B 21 11 mg/Kg 1 * 6010B Total/NA Lead 12 0.52 0.24 mg/Kg 1 0 6010B Total/NA Magnesium 29000 B 10 5.2 mg/Kg 1 0 6010B Total/NA Manganese 360 B 1.0 0.15 mg/Kg 1 0 6010B Total/NA Nickel 29 1.0 0.30 mg/Kg 1 0 6010B Total/NA Potassium 3000 52 18 mg/Kg 1 0 6010B Total/NA Silver 0.22 J 0.52 0.13 mg/Kg 1 0 6010B Total/NA Sodium 340 100 15 mg/Kg 1 0 6010B Total/NA Vanadium 22 0.52 0.12 mg/Kg 1 0 6010B Total/NA Zinc 59 2.1 0.92 mg/Kg 1 -a 6010B Total/NA Mercury 0.024 0.019 0.0064 mg/Kg 1 7471 B Total/NA pH 8.7 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-11 Lab Sample ID: 500-204356-7 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Benzo[b]fluoranthene 0.012 J 0.039 0.0086 mg/Kg 1 0 8270D Total/NA Benzo[a]pyrene 0.0090 J 0.039 0.0077 mg/Kg 1 0 8270D Total/NA Lead 12 0.57 0.26 mg/Kg 1 0 6010B Total/NA Client Sample ID: B-12 Lab Sample ID: 500-204356-8 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Lead 13 0.56 0.26 mg/Kg 1 * 6010B Total/NA Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Acetone 0.034 *1 0.018 0.0080 mg/Kg 1 0 8260B Total/NA Methyl Ethyl Ketone 0.0054 0.0046 0.0020 mg/Kg 1 0 8260B Total/NA 474'-DDD 0.0036 0.0021 0.0011 mg/Kg 1 0 8081 B Total/NA 474'-DDE 0.020 0.0021 0.0011 mg/Kg 1 -a 8081 B Total/NA 474'-DDT 0.0023 0.0021 0.0010 mg/Kg 1 0 8081 B Total/NA Aluminum 13000 B 22 9.0 mg/Kg 1 -a 6010B Total/NA Antimony 1.2 J 2.2 0.43 mg/Kg 1 0 6010B Total/NA Arsenic 17 1.1 0.38 mg/Kg 1 0 6010B Total/NA Barium 190 1.1 0.13 mg/Kg 1 0 6010B Total/NA Beryllium 1.1 0.44 0.10 mg/Kg 1 * 6010B Total/NA This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 7 of 73 9/2/2021 Page 551 of 1060 Detection Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-15 (Continued) Lab Sample ID: 500-204356-9 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Cadmium 0.26 B 0.22 0.040 mg/Kg 1 * 6010B Total/NA IIIIIIII Calcium 3900 B 22 3.7 mg/Kg 1 0 6010B Total/NA Chromium 20 1.1 0.54 mg/Kg 1 0 6010B Total/NA Cobalt 21 0.55 0.14 mg/Kg 1 0 6010B Total/NA Copper 17 1.1 0.31 mg/Kg 1 0 6010B Total/NA Iron 32000 B 22 11 mg/Kg 1 0 6010B Total/NA Lead 21 0.55 0.25 mg/Kg 1 0- 6010B Total/NA Magnesium 4200 B 11 5.4 mg/Kg 1 0 6010B Total/NA Manganese 1400 B 1.1 0.16 mg/Kg 1 -a 6010B Total/NA Nickel 30 1.1 0.32 mg/Kg 1 -a 6010B Total/NA Potassium 1600 55 19 mg/Kg 1 -a 6010B Total/NA Silver 0.48 J 0.55 0.14 mg/Kg 1 0 6010B Total/NA Sodium 94 J 110 16 mg/Kg 1 0 6010B Total/NA Vanadium 34 0.55 0.13 mg/Kg 1 0 6010B Total/NA Zinc 75 2.2 0.96 mg/Kg 1 * 6010B Total/NA Mercury 0.050 0.020 0.0067 mg/Kg 1 0 7471 B Total/NA pH 7.3 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-17 Lab Sample ID: 500-204356-10 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Acetone 0.052 *1 0.019 0.0082 mg/Kg 1 -a 8260B Total/NA Methyl Ethyl Ketone 0.0074 0.0047 0.0021 mg/Kg 1 -a 8260B Total/NA Arsenic 10 1.0 0.35 mg/Kg 1 0 6010B Total/NA Barium 110 1.0 0.12 mg/Kg 1 -a 6010B Total/NA Cadmium 0.16 J B 0.21 0.037 mg/Kg 1 -a 6010B Total/NA Chromium 23 1.0 0.51 mg/Kg 1 -a 6010B Total/NA Lead 17 0.52 0.24 mg/Kg 1 0 6010B Total/NA Silver 0.41 J 0.52 0.13 mg/Kg 1 0 6010B Total/NA Mercury 0.057 0.020 0.0066 mg/Kg 1 0- 7471 B Total/NA pH 7.2 0.2 0.2 SU 1 9045D Total/NA Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Acetone 0.040 *1 0.017 0.0074 mg/Kg 1 0 8260B Total/NA Methyl Ethyl Ketone 0.0057 0.0043 0.0019 mg/Kg 1 0 8260B Total/NA Aluminum 13000 B 24 9.7 mg/Kg 1 -a 6010B Total/NA Antimony 1.2 J 2.4 0.46 mg/Kg 1 * 6010B Total/NA Arsenic 7.7 1.2 0.40 mg/Kg 1 -a 6010B Total/NA Barium 65 1.2 0.13 mg/Kg 1 -a 6010B Total/NA Beryllium 0.97 0.47 0.11 mg/Kg 1 -0 6010B Total/NA Cadmium 0.12 J B 0.24 0.043 mg/Kg 1 0 6010B Total/NA Calcium 31000 B 24 4.0 mg/Kg 1 0 6010B Total/NA Chromium 19 1.2 0.59 mg/Kg 1 0 6010B Total/NA Cobalt 9.5 0.59 0.16 mg/Kg 1 0 6010B Total/NA Copper 28 1.2 0.33 mg/Kg 1 0 6010B Total/NA Iron 22000 B 24 12 mg/Kg 1 0 6010B Total/NA Lead 15 0.59 0.27 mg/Kg 1 0 6010B Total/NA Magnesium 20000 B 12 5.9 mg/Kg 1 0 6010B Total/NA Manganese 240 B 1.2 0.17 mg/Kg 1 * 6010B Total/NA Nickel 30 1.2 0.34 mg/Kg 1 * 6010B Total/NA This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 8 of 73 9/2/2021 Page 552 of 1060 Detection Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-18 (Continued) Lab Sample ID: 500-204356-11 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Potassium 2600 59 21 mg/Kg 1 * 6010B Total/NA IIIIIIII Silver 0.35 J 0.59 0.15 mg/Kg 1 3:� 6010B Total/NA Sodium 1200 120 18 mg/Kg 1 0 6010B Total/NA Vanadium 27 0.59 0.14 mg/Kg 1 0 6010B Total/NA Zinc 69 2.4 1.0 mg/Kg 1 0 6010B Total/NA Mercury 0.031 0.020 0.0065 mg/Kg 1 0 7471 B Total/NA pH 7.6 0.2 0.2 SU 1 9045D Total/NA This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 9 of 73 9/2/2021 Page 553 of 1060 Method Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Method Method Description Protocol Laboratory 8260B Volatile Organic Compounds (GC/MS) SW846 TAL CHI 8270D Semivolatile Organic Compounds (GC/MS) SW846 TAL CHI 8081 B Organochlorine Pesticides (GC) SW846 TAL CHI 8082A Polychlorinated Biphenyls (PCBs) by Gas Chromatography SW846 TAL CHI 6010B Metals (ICP) SW846 TAL CHI 7471 B Mercury (CVAA) SW846 TAL CHI 9012B Cyanide, Total andor Amenable SW846 TAL CHI 9045D pH SW846 TAL CHI Moisture Percent Moisture EPA TAL CHI 3050B Preparation, Metals SW846 TAL CHI 3541 Automated Soxhlet Extraction SW846 TAL CHI 5035 Closed System Purge and Trap SW846 TAL CHI 7471 B Preparation, Mercury SW846 TAL CHI 9010C Cyanide, Distillation SW846 TAL CHI Protocol References: EPA = US Environmental Protection Agency SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL CHI = Eurofins TestAmerica, Chicago, 2417 Bond Street, University Park, IL 60484, TEL (708)534-5200 Eurofins TestAmerica, Chicago Page 10 of 73 9/2/2021 Page 554 of 1060 Sample Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Lab Sample ID Client Sample ID Matrix Collected Received 500-204356-1 B-1 Solid 08/25/2108:00 08/26/21 12:50 500-204356-2 B-5 Solid 08/25/2108:50 08/26/21 12:50 500-204356-3 B-6 Solid 08/25/21 10:00 08/26/21 12:50 500-204356-4 B-7 Solid 08/25/21 10:35 08/26/21 12:50 500-204356-5 B-9 Solid 08/25/2111:00 08/26/21 12:50 500-204356-6 B-10 Solid 08/25/2111:10 08/26/21 12:50 500-204356-7 B-11 Solid 08/25/21 12:15 08/26/21 12:50 500-204356-8 B-12 Solid 08/25/21 12:30 08/26/21 12:50 500-204356-9 B-15 Solid 08/25/21 12:50 08/26/21 12:50 500-204356-10 B-17 Solid 08/25/21 13:40 08/26/21 12:50 500-204356-11 B-18 Solid 08/25/21 14:15 08/26/21 12:50 Job ID: 500-204356-1 Page 11 of 73 Eurofins TestAmerica, 2021 Page 555 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-1 Lab Sample ID: 500-204356-1 Date Collected: 08/25/21 08:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 87.6 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.012 0.0068 mg/Kg 0 08/25/21 08:00 08/31/2111:55 50 Toluene ND 0.012 0.0069 mg/Kg 0 08/25/21 08:00 08/31/2111:55 50 Ethylbenzene ND 0.012 0.0085 mg/Kg 0 08/25/21 08:00 08/31/2111:55 50 IIIIIIIIIIIIIIIIIIIIIIIIIIIII Xylenes, Total ND 0.023 0.010 mg/Kg 0 08/25/21 08:00 08/31/21 11:55 50 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4 (Surr) 90 75 - 126 08125121 08:00 08131121 11:55 50 Toluene-d8 (Surr) 100 75 - 120 08125121 08:00 08131121 11:55 50 4-Bromofluorobenzene (Surr) 91 72 - 124 08125121 08:00 08131121 11:55 50 Dibromofluoromethane 96 75 - 120 08125121 08:00 08131121 11:55 50 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Naphthalene ND 0.037 0.0058 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Acenaphthylene ND 0.037 0.0050 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Acenaphthene 0.046 0.037 0.0068 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Fluorene 0.068 0.037 0.0053 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Phenanthrene 0.50 0.037 0.0053 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Anthracene 0.12 0.037 0.0063 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Fluoranthene 1.2 0.037 0.0070 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Pyrene 0.95 0.037 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Benzo[a]anthracene 0.37 0.037 0.0051 mg/Kg 3:� 08/27/21 17:53 08/30/21 17:45 1 Chrysene 0.46 0.037 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Benzo[b]fluoranthene 0.63 0.037 0.0081 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Benzo[k]fluoranthene 0.28 0.037 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Benzo[a]pyrene 0.43 0.037 0.0073 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Indeno[1,2,3-cd]pyrene 0.14 0.037 0.0098 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Dibenz(a,h)anthracene 0.046 0.037 0.0073 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Benzo[g,h,i]perylene 0.12 0.037 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 17:45 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Nitrobenzene-d5 80 37 - 147 08127121 17:53 08130121 17:45 1 2-Fluorobiphenyl 86 43 - 145 08127121 17:53 08130121 17:45 1 Terphenyl-d 14 101 42 - 157 08127121 17:53 08130121 17:45 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Lead 13 0.54 0.25 mg/Kg 0 09/01 /21 09:52 09/02/21 12:53 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac pH 7.6 0.2 0.2 SU 08/31 /21 16:31 1 Eurofins TestAmerica, Chicago Page 12 of 73 9/2/2021 Page 556 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-5 Lab Sample ID: 500-204356-2 Date Collected: 08/25/21 08:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 84.7 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.012 0.0072 mg/Kg 0 08/25/21 08:50 09/01/2113:12 50 Toluene ND 0.012 0.0073 mg/Kg 0 08/25/21 08:50 09/01/2113:12 50 Ethylbenzene ND 0.012 0.0091 mg/Kg 0 08/25/21 08:50 09/01/2113:12 50 Xylenes, Total ND 0.025 0.011 mg/Kg 0 08/25/21 08:50 09/01/21 13:12 50 pu°° Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4 (Surr) 82 75 - 126 08125121 08:50 09101121 13:12 50 Toluene-d8 (Surr) 93 75 - 120 08125121 08:50 09101121 13:12 50 4-Bromofluorobenzene (Surr) 75 72 - 124 08125121 08:50 09101121 13:12 50 Dibromofluoromethane 88 75 - 120 08125121 08:50 09101121 13:12 50 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Naphthalene ND 0.039 0.0060 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Acenaphthylene ND 0.039 0.0051 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Acenaphthene ND 0.039 0.0070 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Fluorene ND 0.039 0.0055 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Phenanthrene ND 0.039 0.0054 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Anthracene ND 0.039 0.0065 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Fluoranthene ND 0.039 0.0072 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Pyrene ND 0.039 0.0078 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Benzo[a]anthracene ND 0.039 0.0053 mg/Kg 3:� 08/27/21 17:53 08/30/21 13:42 1 Chrysene ND 0.039 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Benzo[b]fluoranthene ND 0.039 0.0084 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Benzo[k]fluoranthene ND 0.039 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Benzo[a]pyrene ND 0.039 0.0076 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Indeno[1,2,3-cd]pyrene ND 0.039 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Dibenz(a,h)anthracene ND 0.039 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Benzo[g,h,i]perylene ND 0.039 0.013 mg/Kg 0 08/27/21 17:53 08/30/21 13:42 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Nitrobenzene-d5 85 37 - 147 08127121 17:53 08130121 13:42 1 2-Fluorobiphenyl 84 43 - 145 08127121 17:53 08130121 13:42 1 Terphenyl-d 14 101 42 - 157 08127121 17:53 08130121 13:42 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Lead 14 0.55 0.25 mg/Kg 0 09/01 /21 09:52 09/02/21 12:57 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac pH 8.2 0.2 0.2 SU 08/31 /21 16:36 1 Eurofins TestAmerica, Chicago Page 13 of 73 9/2/2021 Page 557 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 82.3 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone 0.12 *1 0.021 0.0093 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Benzene ND 0.0021 0.00055 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Bromodichloromethane ND 0.0021 0.00044 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Bromoform ND 0.0021 0.00062 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Bromomethane ND 0.0053 0.0020 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Carbon disulfide ND 0.0053 0.0011 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Carbon tetrachloride ND 0.0021 0.00062 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Chlorobenzene ND 0.0021 0.00079 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Chloroethane ND 0.0053 0.0016 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Chloroform ND 0.0021 0.00074 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Chloromethane ND 0.0053 0.0021 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 cis-1,2-Dichloroethene ND 0.0021 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 cis-1,3-Dichloropropene ND 0.0021 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Dibromochloromethane ND 0.0021 0.00070 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1, 1 -Dichloroethane ND 0.0021 0.00073 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1,2-Dichloroethane ND 0.0053 0.0017 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1,1-Dichloroethene ND 0.0021 0.00074 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1,2-Dichloropropene ND 0.0021 0.00055 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1,3-Dichloropropene, Total ND 0.0021 0.00075 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Ethylbenzene ND 0.0021 0.0010 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 2-Hexanone ND 0.0053 0.0017 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Methylene Chloride ND 0.0053 0.0021 mg/Kg -a 08/26/21 19:02 08/30/21 21:15 1 Methyl Ethyl Ketone 0.023 0.0053 0.0024 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 methyl isobutyl ketone ND 0.0053 0.0016 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Methyl tert-butyl ether ND 0.0021 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Styrene ND 0.0021 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1,1,2,2-Tetrachloroethane ND 0.0021 0.00068 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Tetrachloroethene ND 0.0021 0.00073 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Toluene ND 0.0021 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 trans-1,2-Dichloroethene ND 0.0021 0.00095 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 trans-1,3-Dichloropropene ND 0.0021 0.00075 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 17111-Trichloroethane ND 0.0021 0.00072 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 1,1,2-Trichloroethane ND 0.0021 0.00092 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Trichloroethene ND 0.0021 0.00072 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Vinyl chloride ND 0.0021 0.00095 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Xylenes, Total ND 0.0043 0.00068 mg/Kg 0 08/26/21 19:02 08/30/21 21:15 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 114 75 - 131 08/26/21 19:02 08130121 21:15 1 Dibromofluoromethane 112 75 - 126 08/26/21 19:02 08130121 21:15 1 1,2-Dichloroethane-d4 (Surr) 123 70 - 134 08126121 19:02 08130121 21:15 1 Toluene-d8 (Surr) 109 75 - 124 08/26/21 19:02 08130121 21:15 1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene ND 0.040 0.0072 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Acenaphthylene ND 0.040 0.0053 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Anthracene ND 0.040 0.0067 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Benzo[a]anthracene ND 0.040 0.0054 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Benzo[a]pyrene ND 0.040 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Eurofins TestAmerica, Chicago Page 14 of 73 9/2/2021 Page 558 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 82.3 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzo[b]fluoranthene ND 0.040 0.0086 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Benzo[g,h,i]perylene ND 0.040 0.013 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Benzo[k]fluoranthene ND 0.040 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Bis(2-chloroethoxy)methane ND 0.20 0.041 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Bis(2-chloroethyl)ether ND 0.20 0.060 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Bis(2-ethylhexyl) phthalate ND 0.20 0.073 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4-Bromophenyl phenyl ether ND 0.20 0.053 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Butyl benzyl phthalate ND 0.20 0.076 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Carbazole ND 0.20 0.10 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4-Chloroaniline ND 0.81 0.19 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4-Chloro-3-methylphenol ND 0.40 0.14 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2-Chloronaphthalene ND 0.20 0.044 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2-Chlorophenol ND 0.20 0.068 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4-Chlorophenyl phenyl ether ND 0.20 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Chrysene ND 0.040 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Dibenz(a,h)anthracene ND 0.040 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Dibenzofuran ND 0.20 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 1,2-Dichlorobenzene ND 0.20 0.048 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 1,3-Dichlorobenzene ND 0.20 0.045 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 1,4-Dichlorobenzene ND 0.20 0.051 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 3,3'-Dichlorobenzidine ND 0.20 0.056 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,4-Dichlorophenol ND 0.40 0.095 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Diethyl phthalate ND 0.20 0.068 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,4-Dimethyl phenol ND 0.40 0.15 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Dimethyl phthalate ND 0.20 0.052 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Di-n-butyl phthalate ND 0.20 0.061 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4,6-Dinitro-2-methylphenol ND 0.81 0.32 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,4-Dinitrophenol ND 0.81 0.70 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,4-Dinitrotoluene ND 0.20 0.064 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,6-Dinitrotoluene ND 0.20 0.079 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Di-n-octyl phthalate ND 0.20 0.065 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Fluoranthene ND 0.040 0.0074 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Fluorene ND 0.040 0.0056 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Hexachlorobenzene ND 0.081 0.0093 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Hexachlorobutadiene ND 0.20 0.063 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Hexachlorocyclopentadiene ND 0.81 0.23 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Hexachloroethane ND 0.20 0.061 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Indeno[1,2,3-cd]pyrene ND 0.040 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Isophorone ND 0.20 0.045 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2-Methyl naphthalene ND 0.081 0.0074 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2-Methylphenol ND 0.20 0.064 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 3 & 4 Methylphenol ND 0.20 0.067 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Naphthalene ND 0.040 0.0061 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2-Nitroaniline ND 0.20 0.054 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 3-Nitroaniline ND 0.40 0.12 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4-Nitroaniline ND 0.40 0.17 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Nitrobenzene ND 0.040 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2-Nitrophenol ND 0.40 0.094 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 4-Nitrophenol ND 0.81 0.38 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Eurofins TestAmerica, Chicago Page 15 of 73 9/2/2021 Page 559 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 82.3 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac N-Nitrosodi-n-propylamine ND 0.081 0.049 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 N-Nitrosodiphenylamine ND 0.20 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,2'-oxybis[l-chloropropane] ND 0.20 0.046 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Pentachlorophenol ND 0.81 0.64 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Phenanthrene ND 0.040 0.0056 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Phenol ND 0.20 0.089 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Pyrene ND 0.040 0.0079 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 1,2,4-Trichlorobenzene ND 0.20 0.043 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,4,5-Trichlorophenol ND 0.40 0.091 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 2,4,6-Trichlorophenol ND 0.40 0.14 mg/Kg 0 08/27/21 17:53 08/30/21 14:06 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 78 43 - 145 08127121 17:53 08130121 14:06 1 2-Fluorophenol 85 31- 166 08127121 17:53 08130121 14:06 1 Nitrobenzene-d5 77 37 - 147 08127121 17:53 08130121 14:06 1 Phenol-d5 88 30 - 153 08127121 17:53 08130121 14:06 1 Terphenyl-d 14 100 42 - 157 08127121 17:53 08130121 14:06 1 2,4,6-Tribromophenol 68 31- 143 08127121 17:53 08130121 14:06 1 Method: 8081 B - Organochlorine Pesticides (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Ald ri n ND 0.0020 0.0014 mg/Kg 3:� 08/30/21 17:28 08/31/21 08:18 1 alpha-BHC ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 beta-BHC 0.0033 0.0020 0.0016 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 cis -Chlordane ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 494'-DDD 0.038 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 494'-DDT 0.0013 J 0.0020 0.00096 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 delta-BHC ND 0.0020 0.00097 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Dieldrin ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Endosulfan I ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Endosulfan II ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Endosulfan sulfate ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Endrin ND 0.0020 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Endrin aldehyde ND 0.0020 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Endrin ketone ND 0.0020 0.00098 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 gamma-BHC (Lindane) ND 0.0020 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Heptachlor ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Heptachlor epoxide ND 0.0020 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Methoxychlor ND 0.0099 0.0013 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Toxaphene ND 0.020 0.0081 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 trans -Chlordane ND 0.0020 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 08:18 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 71 33 - 148 08130121 17:28 08131121 08:18 1 Tetrachloro-m-xylene 62 30 - 121 08130121 17:28 08131121 08:18 1 Method: 8081 B - Organochlorine Pesticides (GC) - DL Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 494'-DDE 0.14 0.010 0.0052 mg/Kg 0 08/30/21 17:28 08/31/21 23:28 5 Eurofins TestAmerica, Chicago Page 16 of 73 9/2/2021 Page 560 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 82.3 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 134 33 - 148 08130121 17:28 08131121 23:28 5 Tetrachloro-m-xylene 93 30 - 121 08130121 17:28 08131121 23:28 5 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1016 ND 0.020 0.0078 mg/Kg 0 08/30/2117:28 08/31/2108:19 1 PCB-1221 ND 0.020 0.0078 mg/Kg 0 08/30/2117:28 08/31/2108:19 1 PCB-1232 ND 0.020 0.0054 mg/Kg 0 08/30/2117:28 08/31/2108:19 1 PCB-1242 ND 0.020 0.0078 mg/Kg 0 08/30/2117:28 08/31/2108:19 1 PCB-1248 ND 0.020 0.0095 mg/Kg 0 08/30/2117:28 08/31/2108:19 1 PCB-1254 ND 0.020 0.0068 mg/Kg -a 08/30/2117:28 08/31/2108:19 1 PCB-1260 ND 0.020 0.0075 mg/Kg 0 08/30/2117:28 08/31/2108:19 1 Polychlorinated biphenyls, Total ND 0.020 0.0054 mg/Kg 0 08/30/21 17:28 08/31/21 08:19 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 50 49 - 129 08130121 17:28 08131121 08:19 1 DCB Decachlorobiphenyl 62 37 - 121 08130121 17:28 08131121 08:19 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aluminum 12000 B 23 9.4 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Antimony 1.3 J 2.3 0.45 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Arsenic 6.6 1.2 0.39 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Barium 110 1.2 0.13 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Beryllium 0.88 0.46 0.11 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Cadmium 0.14 J B 0.23 0.042 mg/Kg 0 09/01/21 09:52 09/02/21 13:00 1 Calcium 45000 B 23 3.9 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Chromium 18 1.2 0.57 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Cobalt 12 0.58 0.15 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Copper 34 1.2 0.32 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Iron 22000 B 23 12 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Lead 14 0.58 0.27 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Magnesium 23000 B 12 5.7 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Manganese 530 B 1.2 0.17 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Nickel 31 1.2 0.34 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Potassium 2500 58 20 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Selenium ND 1.2 0.68 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Silver 0.36 J 0.58 0.15 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Sodium 1900 120 17 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Thallium ND 1.2 0.58 mg/Kg 0 09/01/2109:52 09/02/21 13:00 1 Vanadium 24 0.58 0.14 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Zinc 65 2.3 1.0 mg/Kg 0 09/01 /21 09:52 09/02/21 13:00 1 Method: 7471 B - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.032 0.018 0.0059 mg/Kg 0 08/31 /21 14:25 09/01 /21 09:22 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Cyanide, Total 0.13 J 0.26 0.13 mg/Kg 0 09/02/21 10:35 09/02/21 12:39 1 pH 7.9 0.2 0.2 SU 08/31 /21 16:39 1 Eurofins TestAmerica, Chicago Page 17 of 73 9/2/2021 Page 561 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 86.1 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone ND *1 0.019 0.0081 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Benzene ND 0.0019 0.00048 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Bromodichloromethane ND 0.0019 0.00038 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Bromoform ND 0.0019 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Bromomethane ND 0.0047 0.0018 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Carbon disulfide ND 0.0047 0.00097 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Carbon tetrachloride ND 0.0019 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Chlorobenzene ND 0.0019 0.00069 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Chloroethane ND 0.0047 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Chloroform ND 0.0019 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Chloromethane ND 0.0047 0.0019 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 cis-1,2-Dichloroethene ND 0.0019 0.00052 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 cis-1,3-Dichloropropene ND 0.0019 0.00056 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Dibromochloromethane ND 0.0019 0.00061 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1, 1 -Dichloroethane ND 0.0019 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1,2-Dichloroethane ND 0.0047 0.0015 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1,1-Dichloroethene ND 0.0019 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1,2-Dichloropropene ND 0.0019 0.00048 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1,3-Dichloropropene, Total ND 0.0019 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Ethylbenzene ND 0.0019 0.00089 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 2-Hexanone ND 0.0047 0.0015 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Methylene Chloride ND 0.0047 0.0018 mg/Kg -a 08/26/21 19:02 08/30/21 21:40 1 Methyl Ethyl Ketone ND 0.0047 0.0021 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 methyl isobutyl ketone ND 0.0047 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Methyl tert-butyl ether ND 0.0019 0.00055 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Styrene ND 0.0019 0.00056 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1,1,2,2-Tetrachloroethane ND 0.0019 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Tetrachloroethene ND 0.0019 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Toluene ND 0.0019 0.00047 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 trans-1,2-Dichloroethene ND 0.0019 0.00083 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 trans-1,3-Dichloropropene ND 0.0019 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 17111-Trichloroethane ND 0.0019 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 1,1,2-Trichloroethane ND 0.0019 0.00080 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Trichloroethene ND 0.0019 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Vinyl chloride ND 0.0019 0.00083 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Xylenes, Total ND 0.0037 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 21:40 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 117 75 - 131 08/26/21 19:02 08130121 21:40 1 Dibromofluoromethane 111 75 - 126 08/26/21 19:02 08130121 21:40 1 1,2-Dichloroethane-d4 (Surr) 118 70 - 134 08126121 19:02 08130121 21:40 1 Toluene-d8 (Surr) 112 75 - 124 08/26/21 19:02 08130121 21:40 1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene ND 0.038 0.0069 mg/Kg 0 08/27/2117:53 08/31/2110:53 1 Acenaphthylene ND 0.038 0.0051 mg/Kg 0 08/27/2117:53 08/31/2110:53 1 Anthracene ND 0.038 0.0064 mg/Kg 0 08/27/2117:53 08/31/2110:53 1 Benzo[a]anthracene ND 0.038 0.0052 mg/Kg 0 08/27/2117:53 08/31/2110:53 1 Benzo[a]pyrene ND 0.038 0.0074 mg/Kg 0 08/27/2117:53 08/31/2110:53 1 Eurofins TestAmerica, Chicago Page 18 of 73 9/2/2021 Page 562 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 86.1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzo[b]fluoranthene 0.015 J 0.038 0.0083 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Benzo[g,h,i]perylene 0.013 J 0.038 0.012 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Benzo[k]fluoranthene ND 0.038 0.011 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Bis(2-chloroethoxy)methane ND 0.19 0.039 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Bis(2-chloroethyl)ether ND 0.19 0.058 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Bis(2-ethylhexyl) phthalate ND 0.19 0.070 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4-Bromophenyl phenyl ether ND 0.19 0.051 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Butyl benzyl phthalate ND 0.19 0.073 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Carbazole ND 0.19 0.096 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4-Chloroaniline ND 0.77 0.18 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4-Chloro-3-methylphenol ND 0.38 0.13 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2-Chloronaphthalene ND 0.19 0.042 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2-Chlorophenol ND 0.19 0.066 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4-Chlorophenyl phenyl ether ND 0.19 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Chrysene 0.017 J 0.038 0.010 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Dibenz(a,h)anthracene ND 0.038 0.0074 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Dibenzofuran ND 0.19 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 1,2-Dichlorobenzene ND 0.19 0.046 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 1,3-Dichlorobenzene ND 0.19 0.043 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 1,4-Dichlorobenzene ND 0.19 0.049 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 3,3'-Dichlorobenzidine ND 0.19 0.054 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,4-Dichlorophenol ND 0.38 0.091 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Diethyl phthalate ND 0.19 0.065 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,4-Dimethyl phenol ND 0.38 0.15 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Dimethyl phthalate ND 0.19 0.050 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Di-n-butyl phthalate ND 0.19 0.058 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4,6-Dinitro-2-methylphenol ND 0.77 0.31 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,4-Dinitrophenol ND 0.77 0.68 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,4-Dinitrotoluene ND 0.19 0.061 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,6-Dinitrotoluene ND 0.19 0.075 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Di-n-octyl phthalate ND 0.19 0.063 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Fluoranthene 0.0085 J 0.038 0.0071 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Fluorene ND 0.038 0.0054 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Hexachlorobenzene ND 0.077 0.0089 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Hexachlorobutadiene ND 0.19 0.060 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Hexachlorocyclopentadiene ND 0.77 0.22 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Hexachloroethane ND 0.19 0.058 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Indeno[1,2,3-cd]pyrene ND 0.038 0.010 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Isophorone ND 0.19 0.043 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2-Methyl naphthalene ND 0.077 0.0071 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2-Methylphenol ND 0.19 0.062 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 3 & 4 Methylphenol ND 0.19 0.064 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Naphthalene ND 0.038 0.0059 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2-Nitroaniline ND 0.19 0.052 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 3-Nitroaniline ND 0.38 0.12 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4-Nitroaniline ND 0.38 0.16 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Nitrobenzene ND 0.038 0.0096 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2-Nitrophenol ND 0.38 0.091 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 4-Nitrophenol ND 0.77 0.37 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Eurofins TestAmerica, Chicago Page 19 of 73 9/2/2021 Page 563 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 86.1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac N-Nitrosodi-n-propylamine ND 0.077 0.047 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 N-Nitrosodiphenylamine ND 0.19 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,2'-oxybis[l -chloropropane] ND 0.19 0.044 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Pentachlorophenol ND 0.77 0.62 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Phenanthrene 0.0092 J 0.038 0.0054 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Phenol ND 0.19 0.085 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Pyrene 0.016 J 0.038 0.0076 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 1,2,4-Trichlorobenzene ND 0.19 0.041 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,4,5-Trichlorophenol ND 0.38 0.088 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 2,4,6-Trichlorophenol ND 0.38 0.13 mg/Kg 0 08/27/21 17:53 08/31/21 10:53 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 69 43 - 145 08127121 17:53 08131121 10:53 1 2-Fluorophenol 95 31- 166 08127121 17:53 08131121 10:53 1 Nitrobenzene-d5 63 37 - 147 08127121 17:53 08131121 10:53 1 Phenol-d5 91 30 - 153 08127121 17:53 08131121 10:53 1 Terphenyl-d 14 88 42 - 157 08127121 17:53 08131121 10:53 1 2,4,6-Tribromophenol 30 S1- 31- 143 08127121 17:53 08131121 10:53 1 Method: 8081 B - Organochlorine Pesticides (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Ald ri n ND 0.0019 0.0013 mg/Kg 3:� 08/30/21 17:28 08/31/21 03:48 1 alpha-BHC ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 beta-BHC 0.011 0.0019 0.0015 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 cis -Chlordane ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 494'-DDD 0.0051 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 494'-DDE 0.0068 0.0019 0.00099 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 494'-DDT 0.0015 J 0.0019 0.00091 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 delta-BHC ND 0.0019 0.00092 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Dieldrin ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Endosulfan I ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Endosulfan II ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Endosulfan sulfate ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Endrin ND 0.0019 0.00098 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Endrin aldehyde ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Endrin ketone ND 0.0019 0.00093 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 gamma-BHC (Lindane) ND 0.0019 0.00095 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Heptachlor ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Heptachlor epoxide ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Methoxychlor ND 0.0094 0.0013 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Toxaphene ND 0.019 0.0076 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 trans -Chlordane ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 03:48 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 94 33 - 148 08130121 17:28 08131121 03:48 1 Tetrachloro-m-xylene 71 30 - 121 08130121 17:28 08131121 03:48 1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1016 ND 0.019 0.0074 mg/Kg 0 08/30/21 17:28 08/31/2103:41 1 Eurofins TestAmerica, Chicago Page 20 of 73 9/2/2021 Page 564 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 86.1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1221 ND 0.019 0.0074 mg/Kg 0 08/30/21 17:28 08/31/2103:41 1 PCB-1232 ND 0.019 0.0051 mg/Kg 0 08/30/21 17:28 08/31 /21 03:41 1 PCB-1242 ND 0.019 0.0074 mg/Kg 0 08/30/21 17:28 08/31/2103:41 1 PCB-1248 ND 0.019 0.0090 mg/Kg 0 08/30/21 17:28 08/31/2103:41 1 PCB-1254 ND 0.019 0.0064 mg/Kg 0 08/30/21 17:28 08/31/2103:41 1 PCB-1260 ND 0.019 0.0071 mg/Kg 0 08/30/21 17:28 08/31/2103:41 1 Polychlorinated biphenyls, Total ND 0.019 0.0051 mg/Kg 0 08/30/21 17:28 08/31/21 03:41 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 60 49 - 129 08130121 17:28 08131121 03:41 1 DCB Decachlorobiphenyl 84 37 - 121 08130121 17:28 08131121 03:41 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aluminum 11000 B 23 9.4 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Antimony 1.3 J 2.3 0.45 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Arsenic 9.9 1.1 0.39 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Barium 45 1.1 0.13 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Beryllium 0.98 0.46 0.11 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Cadmium 0.091 J B 0.23 0.041 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Calcium 52000 B 23 3.9 mg/Kg -a 09/01 /21 09:52 09/02/21 13:03 1 Chromium 18 1.1 0.57 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Cobalt 12 0.57 0.15 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Copper 33 1.1 0.32 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Iron 28000 B 23 12 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Lead 16 0.57 0.27 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Magnesium 27000 B 11 5.7 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Manganese 380 B 1.1 0.17 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Nickel 37 1.1 0.33 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Potassium 3000 57 20 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Selenium ND 1.1 0.68 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Silver 0.25 J 0.57 0.15 mg/Kg -a 09/01 /21 09:52 09/02/21 13:03 1 Sodium 150 110 17 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Thallium ND 1.1 0.57 mg/Kg 0 09/01/2109:52 09/02/21 13:03 1 Vanadium 25 0.57 0.14 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Zinc 61 2.3 1.0 mg/Kg 0 09/01 /21 09:52 09/02/21 13:03 1 Method: 7471B - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.022 0.018 0.0061 mg/Kg 0 08/31 /21 14:25 09/01 /21 09:24 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Cyanide, Total ND 0.27 0.13 mg/Kg -0 09/02/21 10:35 09/02/21 12:44 1 pH 7.8 0.2 0.2 SU 08/31 /21 16:41 1 Eurofins TestAmerica, Chicago Page 21 of 73 9/2/2021 Page 565 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Client Sample ID: B-9 Lab Sample ID: 500-204356-5 Date Collected: 08/25/21 11:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.2 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.013 0.0076 mg/Kg o 08/25/21 11:00 08/31/2112:39 50 Toluene ND 0.013 0.0077 mg/Kg 0 08/25/21 11:00 08/31/2112:39 50 Ethylbenzene ND 0.013 0.0095 mg/Kg 0 08/25/21 11:00 08/31/2112:39 50 Xylenes, Total ND 0.026 0.011 mg/Kg 0 08/25/21 11:00 08/31/21 12:39 50 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4 (Surr) 92 75 - 126 08125121 11:00 08131121 12:39 50 Toluene-d8 (Surr) 101 75 - 120 08125121 11:00 08131121 12:39 50 4-Bromofluorobenzene (Surr) 90 72 - 124 08125121 11:00 08131121 12:39 50 Dibromofluoromethane 96 75 - 120 08125121 11:00 08131121 12:39 50 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Naphthalene ND 0.038 0.0060 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Acenaphthylene ND 0.038 0.0051 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Acenaphthene ND 0.038 0.0070 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Fluorene ND 0.038 0.0054 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Phenanthrene ND 0.038 0.0054 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Anthracene ND 0.038 0.0065 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Fluoranthene ND 0.038 0.0072 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Pyrene ND 0.038 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Benzo[a]anthracene ND 0.038 0.0052 mg/Kg 3:� 08/27/21 17:53 08/30/21 14:31 1 Chrysene ND 0.038 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Benzo[b]fluoranthene ND 0.038 0.0084 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Benzo[k]fluoranthene ND 0.038 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Benzo[a]pyrene ND 0.038 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Indeno[1,2,3-cd]pyrene ND 0.038 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Dibenz(a,h)anthracene ND 0.038 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Benzo[g,h,i]perylene ND 0.038 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 14:31 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Nitrobenzene-d5 68 37 - 147 08127121 17:53 08130121 14:31 1 2-Fluorobiphenyl 76 43 - 145 08127121 17:53 08130121 14:31 1 Terphenyl-d 14 99 42 - 157 08127121 17:53 08130121 14:31 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Lead 7.6 0.55 0.25 mg/Kg 0 09/01 /21 09:52 09/02/21 13:06 1 Eurofins TestAmerica, Chicago Page 22 of 73 9/2/2021 Page 566 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Date Collected: 08/25/21 11:10 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.6 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone ND *1 0.025 0.011 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Benzene ND 0.0025 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Bromodichloromethane ND 0.0025 0.00051 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Bromoform ND 0.0025 0.00073 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Bromomethane ND 0.0062 0.0024 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Carbon disulfide ND 0.0062 0.0013 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Carbon tetrachloride ND 0.0025 0.00072 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Chlorobenzene ND 0.0025 0.00092 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Chloroethane ND 0.0062 0.0018 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Chloroform ND 0.0025 0.00087 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Chloromethane ND 0.0062 0.0025 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 cis-1,2-Dichloroethene ND 0.0025 0.00070 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 cis-1,3-Dichloropropene ND 0.0025 0.00075 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Dibromochloromethane ND 0.0025 0.00082 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1, 1 -Dichloroethane ND 0.0025 0.00086 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1,2-Dichloroethane ND 0.0062 0.0019 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1,1-Dichloroethene ND 0.0025 0.00086 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1,2-Dichloropropene ND 0.0025 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1,3-Dichloropropene, Total ND 0.0025 0.00088 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Ethylbenzene ND 0.0025 0.0012 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 2-Hexanone ND 0.0062 0.0019 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Methylene Chloride ND 0.0062 0.0025 mg/Kg -a 08/26/21 19:02 08/30/21 22:05 1 Methyl Ethyl Ketone ND 0.0062 0.0028 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 methyl isobutyl ketone ND 0.0062 0.0018 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Methyl tert-butyl ether ND 0.0025 0.00073 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Styrene ND 0.0025 0.00075 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1,1,2,2-Tetrachloroethane ND 0.0025 0.00080 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Tetrachloroethene ND 0.0025 0.00085 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Toluene ND 0.0025 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 trans-1,2-Dichloroethene ND 0.0025 0.0011 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 trans-1,3-Dichloropropene ND 0.0025 0.00088 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 17111-Trichloroethane ND 0.0025 0.00084 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 1,1,2-Trichloroethane ND 0.0025 0.0011 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Trichloroethene ND 0.0025 0.00084 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Vinyl chloride ND 0.0025 0.0011 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Xylenes, Total ND 0.0050 0.00080 mg/Kg 0 08/26/21 19:02 08/30/21 22:05 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 114 75 - 131 08/26/21 19:02 08130121 22: 05 1 Dibromofluoromethane 112 75 - 126 08/26/21 19:02 08130121 22:05 1 1,2-Dichloroethane-d4 (Surr) 119 70 - 134 08126121 19:02 08130121 22:05 1 Toluene-d8 (Surr) 109 75 - 124 08/26/21 19:02 08130121 22:05 1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene ND 0.039 0.0070 mg/Kg 0 08/27/2117:53 08/31/2112:26 1 Acenaphthylene ND 0.039 0.0051 mg/Kg 0 08/27/2117:53 08/31/2112:26 1 Anthracene ND 0.039 0.0065 mg/Kg 0 08/27/2117:53 08/31/2112:26 1 Benzo[a]anthracene 0.0092 J 0.039 0.0052 mg/Kg 0 08/27/21 17:53 08/31 /21 12:26 1 Benzo[a]pyrene ND 0.039 0.0075 mg/Kg 0 08/27/2117:53 08/31/2112:26 1 Eurofins TestAmerica, Chicago Page 23 of 73 9/2/2021 Page 567 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Date Collected: 08/25/21 11:10 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.6 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzo[b]fluoranthene 0.024 J 0.039 0.0084 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Benzo[g,h,i]perylene 0.028 J F1 0.039 0.012 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Benzo[k]fluoranthene ND 0.039 0.011 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Bis(2-chloroethoxy)methane ND 0.19 0.040 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Bis(2-chloroethyl)ether ND 0.19 0.058 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Bis(2-ethylhexyl) phthalate ND 0.19 0.071 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4-Bromophenyl phenyl ether ND 0.19 0.051 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Butyl benzyl phthalate ND 0.19 0.074 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Carbazole ND 0.19 0.097 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4-Chloroaniline ND 0.78 0.18 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4-Chloro-3-methylphenol ND 0.39 0.13 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2-Chloronaphthalene ND 0.19 0.043 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2-Chlorophenol ND F1 0.19 0.066 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4-Chlorophenyl phenyl ether ND 0.19 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Chrysene 0.026 J 0.039 0.011 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Dibenz(a,h)anthracene 0.016 J 0.039 0.0075 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Dibenzofuran ND 0.19 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 1,2-Dichlorobenzene ND 0.19 0.046 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 1,3-Dichlorobenzene ND F1 0.19 0.044 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 1,4-Dichlorobenzene ND F1 0.19 0.050 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 3,3'-Dichlorobenzidine ND 0.19 0.054 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,4-Dichlorophenol ND 0.39 0.092 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Diethyl phthalate ND 0.19 0.066 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,4-Dimethyl phenol ND 0.39 0.15 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Dimethyl phthalate ND 0.19 0.051 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Di-n-butyl phthalate ND 0.19 0.059 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4,6-Dinitro-2-methylphenol ND 0.78 0.31 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,4-Dinitrophenol ND F1 0.78 0.68 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,4-Dinitrotoluene ND 0.19 0.062 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,6-Dinitrotoluene ND 0.19 0.076 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Di-n-octyl phthalate ND 0.19 0.063 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Fluoranthene ND 0.039 0.0072 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Fluorene ND 0.039 0.0054 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Hexachlorobenzene ND 0.078 0.0090 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Hexachlorobutadiene ND 0.19 0.061 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Hexachlorocyclopentadiene ND F1 0.78 0.22 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Hexachloroethane ND F1 0.19 0.059 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Indeno[1,2,3-cd]pyrene 0.019 J F1 0.039 0.010 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Isophorone ND 0.19 0.044 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2-Methyl naphthalene ND 0.078 0.0071 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2-Methylphenol ND 0.19 0.062 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 3 & 4 Methylphenol ND 0.19 0.065 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Naphthalene ND 0.039 0.0060 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2-Nitroaniline ND 0.19 0.052 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 3-Nitroaniline ND 0.39 0.12 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4-Nitroaniline ND 0.39 0.16 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Nitrobenzene ND 0.039 0.0097 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2-Nitrophenol ND 0.39 0.092 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 4-Nitrophenol ND 0.78 0.37 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Eurofins TestAmerica, Chicago Page 24 of 73 9/2/2021 Page 568 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Date Collected: 08/25/21 11:10 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.6 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac N-Nitrosodi-n-propylamine ND 0.078 0.047 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 N-Nitrosodiphenylamine ND 0.19 0.046 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,2'-oxybis[l -chloropropane] ND 0.19 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Pentachlorophenol ND 0.78 0.62 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Phenanthrene 0.020 J 0.039 0.0054 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Phenol ND 0.19 0.086 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Pyrene 0.015 J 0.039 0.0077 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 1,2,4-Trichlorobenzene ND 0.19 0.042 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,4,5-Trichlorophenol ND 0.39 0.088 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 2,4,6-Trichlorophenol ND 0.39 0.13 mg/Kg 0 08/27/21 17:53 08/31/21 12:26 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 72 43 - 145 08127121 17:53 08131121 12:26 1 2-Fluorophenol 94 31- 166 08127121 17:53 08131121 12:26 1 Nitrobenzene-d5 66 37 - 147 08127121 17:53 08131121 12:26 1 Phenol-d5 88 30 - 153 08127121 17:53 08131121 12:26 1 Terphenyl-d 14 122 42 - 157 08127121 17:53 08131121 12:26 1 2,4,6-Tribromophenol 32 31- 143 08127121 17:53 08131121 12:26 1 Method: 8081 B - Organochlorine Pesticides (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Ald ri n ND 0.0019 0.0013 mg/Kg 3:� 08/30/21 17:28 08/31/21 04:08 1 alpha-BHC ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 beta-BHC ND 0.0019 0.0016 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 cis -Chlordane ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 414'-DDD ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 414'-DDE ND 0.0019 0.00099 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 474'-DDT ND 0.0019 0.00091 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 delta-BHC ND 0.0019 0.00092 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Dieldrin ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Endosulfan I ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Endosulfan II ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Endosulfan sulfate ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Endrin ND 0.0019 0.00098 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Endrin aldehyde ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Endrin ketone ND 0.0019 0.00094 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 gamma-BHC (Lindane) ND 0.0019 0.00096 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Heptachlor ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Heptachlor epoxide ND 0.0019 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Methoxychlor ND 0.0095 0.0013 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Toxaphene ND 0.019 0.0077 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 trans -Chlordane ND 0.0019 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:08 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 94 33 - 148 08130121 17:28 08131121 04:08 1 Tetrachloro-m-xylene 78 30 - 121 08130121 17:28 08131121 04:08 1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1016 ND 0.019 0.0075 mg/Kg 0 08/30/21 17:28 08/31/2103:57 1 Eurofins TestAmerica, Chicago Page 25 of 73 9/2/2021 Page 569 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Date Collected: 08/25/21 11:10 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.6 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1221 ND 0.019 0.0075 mg/Kg 0 08/30/21 17:28 08/31/2103:57 1 PCB-1232 ND 0.019 0.0052 mg/Kg 0 08/30/21 17:28 08/31 /21 03:57 1 PCB-1242 ND 0.019 0.0074 mg/Kg 0 08/30/21 17:28 08/31/2103:57 1 PCB-1248 ND 0.019 0.0091 mg/Kg 0 08/30/21 17:28 08/31/2103:57 1 PCB-1254 ND 0.019 0.0065 mg/Kg 0 08/30/21 17:28 08/31/2103:57 1 PCB-1260 ND 0.019 0.0072 mg/Kg 0 08/30/21 17:28 08/31/2103:57 1 Polychlorinated biphenyls, Total ND 0.019 0.0052 mg/Kg 0 08/30/21 17:28 08/31/21 03:57 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 65 49 - 129 08130121 17:28 08131121 03:57 1 DCB Decachlorobiphenyl 74 37 - 121 08130121 17:28 08131121 03: 57 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aluminum 11000 B 21 8.5 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Antimony 0.96 J 2.1 0.41 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Arsenic 6.6 1.0 0.36 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Barium 37 1.0 0.12 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Beryllium 0.84 0.42 0.098 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Cadmium 0.096 J B 0.21 0.038 mg/Kg 0 09/01/21 09:52 09/02/21 13:09 1 Calcium 53000 B 21 3.5 mg/Kg -a 09/01 /21 09:52 09/02/21 13:09 1 Chromium 17 1.0 0.52 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Cobalt 9.0 0.52 0.14 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Copper 24 1.0 0.29 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Iron 20000 B 21 11 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Lead 12 0.52 0.24 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Magnesium 29000 B 10 5.2 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Manganese 360 B 1.0 0.15 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Nickel 29 1.0 0.30 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Potassium 3000 52 18 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Selenium ND 1.0 0.61 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Silver 0.22 J 0.52 0.13 mg/Kg -a 09/01 /21 09:52 09/02/21 13:09 1 Sodium 340 100 15 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Thallium ND 1.0 0.52 mg/Kg 0 09/01/2109:52 09/02/21 13:09 1 Vanadium 22 0.52 0.12 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Zinc 59 2.1 0.92 mg/Kg 0 09/01 /21 09:52 09/02/21 13:09 1 Method: 7471B - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.024 0.019 0.0064 mg/Kg 0 08/31 /21 14:25 09/01 /21 09:25 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Cyanide, Total ND 0.26 0.13 mg/Kg -0 09/02/21 10:35 09/02/21 12:46 1 pH 8.7 0.2 0.2 SU 08/31 /21 16:46 1 Eurofins TestAmerica, Chicago Page 26 of 73 9/2/2021 Page 570 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Client Sample ID: B-11 Lab Sample ID: 500-204356-7 Date Collected: 08/25/21 12:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 83.3 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.013 0.0077 mg/Kg o 08/25/21 12:15 08/31/2113:01 50 Toluene ND 0.013 0.0077 mg/Kg 0 08/25/21 12:15 08/31/2113:01 50 Ethylbenzene ND 0.013 0.0096 mg/Kg 0 08/25/21 12:15 08/31/2113:01 50 Xylenes, Total ND 0.026 0.012 mg/Kg 0 08/25/21 12:15 08/31/21 13:01 50 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4 (Surr) 93 75 - 126 08125121 12:15 08131121 13:01 50 Toluene-d8 (Surr) 100 75 - 120 08125121 12:15 08131121 13:01 50 4-Bromofluorobenzene (Surr) 91 72 - 124 08125121 12:15 08131121 13:01 50 Dibromofluoromethane 96 75 - 120 08125121 12:15 08131121 13:01 50 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Naphthalene ND 0.039 0.0061 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Acenaphthylene ND 0.039 0.0052 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Acenaphthene ND 0.039 0.0071 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Fluorene ND 0.039 0.0056 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Phenanthrene ND 0.039 0.0055 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Anthracene ND 0.039 0.0066 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Fluoranthene ND 0.039 0.0074 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Pyrene ND 0.039 0.0079 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Benzo[a]anthracene ND 0.039 0.0053 mg/Kg 3:� 08/27/21 17:53 08/30/21 15:43 1 Chrysene ND 0.039 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Benzo[b]fluoranthene 0.012 J 0.039 0.0086 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Benzo[k]fluoranthene ND 0.039 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Benzo[a]pyrene 0.0090 J 0.039 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Indeno[1,2,3-cd]pyrene ND 0.039 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Dibenz(a,h)anthracene ND 0.039 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Benzo[g,h,i]perylene ND 0.039 0.013 mg/Kg 0 08/27/21 17:53 08/30/21 15:43 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Nitrobenzene-d5 78 37 - 147 08127121 17:53 08130121 15:43 1 2-Fluorobiphenyl 81 43 - 145 08127121 17:53 08130121 15:43 1 Terphenyl-d 14 102 42 - 157 08127121 17:53 08130121 15:43 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Lead 12 0.57 0.26 mg/Kg 0 09/01 /21 09:52 09/02/21 13:13 1 Eurofins TestAmerica, Chicago Page 27 of 73 9/2/2021 Page 571 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Client Sample ID: B-12 Lab Sample ID: 500-204356-8 Date Collected: 08/25/21 12:30 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 84.3 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.012 0.0072 mg/Kg o 08/25/21 12:30 08/31/2113:23 50 Toluene ND 0.012 0.0073 mg/Kg 0 08/25/21 12:30 08/31/2113:23 50 Ethylbenzene ND 0.012 0.0091 mg/Kg 0 08/25/21 12:30 08/31/2113:23 50 Xylenes, Total ND 0.025 0.011 mg/Kg 0 08/25/21 12:30 08/31/21 13:23 50 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4 (Surr) 92 75 - 126 08125121 12:30 08131121 13:23 50 Toluene-d8 (Surr) 100 75 - 120 08125121 12:30 08131121 13:23 50 4-Bromofluorobenzene (Surr) 91 72 - 124 08125121 12:30 08131121 13:23 50 Dibromofluoromethane 97 75 - 120 08125121 12:30 08131121 13:23 50 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Naphthalene ND 0.039 0.0060 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Acenaphthylene ND 0.039 0.0051 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Acenaphthene ND 0.039 0.0070 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Fluorene ND 0.039 0.0055 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Phenanthrene ND 0.039 0.0054 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Anthracene ND 0.039 0.0065 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Fluoranthene ND 0.039 0.0072 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Pyrene ND 0.039 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Benzo[a]anthracene ND 0.039 0.0052 mg/Kg 3:� 08/27/21 17:53 08/30/21 16:08 1 Chrysene ND 0.039 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Benzo[b]fluoranthene ND 0.039 0.0084 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Benzo[k]fluoranthene ND 0.039 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Benzo[a]pyrene ND 0.039 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Indeno[1,2,3-cd]pyrene ND 0.039 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Dibenz(a,h)anthracene ND 0.039 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Benzo[g,h,i]perylene ND 0.039 0.013 mg/Kg 0 08/27/21 17:53 08/30/21 16:08 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Nitrobenzene-d5 74 37 - 147 08127121 17:53 08130121 16:08 1 2-Fluorobiphenyl 92 43 - 145 08127121 17:53 08130121 16:08 1 Terphenyl-d 14 104 42 - 157 08127121 17:53 08130121 16:08 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Lead 13 0.56 0.26 mg/Kg 0 09/01 /21 09:52 09/02/21 13:16 1 Eurofins TestAmerica, Chicago Page 28 of 73 9/2/2021 Page 572 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Date Collected: 08/25/21 12:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.4 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone 0.034 *1 0.018 0.0080 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Benzene ND 0.0018 0.00047 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Bromodichloromethane ND 0.0018 0.00037 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Bromoform ND 0.0018 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Bromomethane ND 0.0046 0.0017 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Carbon disulfide ND 0.0046 0.00096 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Carbon tetrachloride ND 0.0018 0.00053 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Chlorobenzene ND 0.0018 0.00068 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Chloroethane ND 0.0046 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Chloroform ND 0.0018 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Chloromethane ND 0.0046 0.0019 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 cis-1,2-Dichloroethene ND 0.0018 0.00051 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 cis-1,3-Dichloropropene ND 0.0018 0.00056 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Dibromochloromethane ND 0.0018 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1, 1 -Dichloroethane ND 0.0018 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1,2-Dichloroethane ND 0.0046 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1,1-Dichloroethene ND 0.0018 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1,2-Dichloropropene ND 0.0018 0.00048 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1,3-Dichloropropene, Total ND 0.0018 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Ethylbenzene ND 0.0018 0.00088 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 2-Hexanone ND 0.0046 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Methylene Chloride ND 0.0046 0.0018 mg/Kg -a 08/26/21 19:02 08/30/21 22:31 1 Methyl Ethyl Ketone 0.0054 0.0046 0.0020 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 methyl isobutyl ketone ND 0.0046 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Methyl tert-butyl ether ND 0.0018 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Styrene ND 0.0018 0.00056 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1,1,2,2-Tetrachloroethane ND 0.0018 0.00059 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Tetrachloroethene ND 0.0018 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Toluene ND 0.0018 0.00047 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 trans-1,2-Dichloroethene ND 0.0018 0.00082 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 trans-1,3-Dichloropropene ND 0.0018 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 17111-Trichloroethane ND 0.0018 0.00062 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 1,1,2-Trichloroethane ND 0.0018 0.00079 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Trichloroethene ND 0.0018 0.00062 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Vinyl chloride ND 0.0018 0.00082 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Xylenes, Total ND 0.0037 0.00059 mg/Kg 0 08/26/21 19:02 08/30/21 22:31 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 111 75 - 131 08/26/21 19:02 08130121 22:31 1 Dibromofluoromethane 111 75 - 126 08/26/21 19:02 08130121 22:31 1 1,2-Dichloroethane-d4 (Surr) 119 70 - 134 08126121 19:02 08130121 22:31 1 Toluene-d8 (Surr) 109 75 - 124 08/26/21 19:02 08130121 22:31 1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene ND 0.041 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Acenaphthylene ND 0.041 0.0055 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Anthracene ND 0.041 0.0069 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Benzo[a]anthracene ND 0.041 0.0056 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Benzo[a]pyrene ND 0.041 0.0081 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Eurofins TestAmerica, Chicago Page 29 of 73 9/2/2021 Page 573 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Date Collected: 08/25/21 12:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.4 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzo[b]fluoranthene ND 0.041 0.0090 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Benzo[g,h,i]perylene ND 0.041 0.013 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Benzo[k]fluoranthene ND 0.041 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Bis(2-chloroethoxy)methane ND 0.21 0.042 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Bis(2-chloroethyl)ether ND 0.21 0.062 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Bis(2-ethylhexyl) phthalate ND 0.21 0.076 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4-Bromophenyl phenyl ether ND 0.21 0.055 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Butyl benzyl phthalate ND 0.21 0.079 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Carbazole ND 0.21 0.10 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4-Chloroaniline ND 0.84 0.20 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4-Chloro-3-methylphenol ND 0.41 0.14 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2-Chloronaphthalene ND 0.21 0.046 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2-Chlorophenol ND 0.21 0.071 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4-Chlorophenyl phenyl ether ND 0.21 0.049 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Chrysene ND 0.041 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Dibenz(a,h)anthracene ND 0.041 0.0080 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Dibenzofuran ND 0.21 0.049 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 1,2-Dichlorobenzene ND 0.21 0.050 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 1,3-Dichlorobenzene ND 0.21 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 1,4-Dichlorobenzene ND 0.21 0.053 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 3,3'-Dichlorobenzidine ND 0.21 0.058 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,4-Dichlorophenol ND 0.41 0.099 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Diethyl phthalate ND 0.21 0.070 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,4-Dimethyl phenol ND 0.41 0.16 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Dimethyl phthalate ND 0.21 0.054 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Di-n-butyl phthalate ND 0.21 0.063 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4,6-Dinitro-2-methylphenol ND 0.84 0.33 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,4-Dinitrophenol ND 0.84 0.73 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,4-Dinitrotoluene ND 0.21 0.066 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,6-Dinitrotoluene ND 0.21 0.082 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Di-n-octyl phthalate ND 0.21 0.068 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Fluoranthene ND 0.041 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Fluorene ND 0.041 0.0058 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Hexachlorobenzene ND 0.084 0.0096 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Hexachlorobutadiene ND 0.21 0.065 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Hexachlorocyclopentadiene ND 0.84 0.24 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Hexachloroethane ND 0.21 0.063 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Indeno[1,2,3-cd]pyrene ND 0.041 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Isophorone ND 0.21 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2-Methyl naphthalene ND 0.084 0.0077 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2-Methylphenol ND 0.21 0.067 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 3 & 4 Methylphenol ND 0.21 0.069 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Naphthalene ND 0.041 0.0064 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2-Nitroaniline ND 0.21 0.056 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 3-Nitroaniline ND 0.41 0.13 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4-Nitroaniline ND 0.41 0.17 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Nitrobenzene ND 0.041 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2-Nitrophenol ND 0.41 0.098 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 4-Nitrophenol ND 0.84 0.40 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Eurofins TestAmerica, Chicago Page 30 of 73 9/2/2021 Page 574 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Date Collected: 08/25/21 12:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.4 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac N-Nitrosodi-n-propylamine ND 0.084 0.051 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 N-Nitrosodiphenylamine ND 0.21 0.049 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,2'-oxybis[l-chloropropane] ND 0.21 0.048 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Pentachlorophenol ND 0.84 0.67 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Phenanthrene ND 0.041 0.0058 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Phenol ND 0.21 0.092 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Pyrene ND 0.041 0.0083 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 1,2,4-Trichlorobenzene ND 0.21 0.045 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,4,5-Trichlorophenol ND 0.41 0.095 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 2,4,6-Trichlorophenol ND 0.41 0.14 mg/Kg 0 08/27/21 17:53 08/30/21 16:32 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 69 43 - 145 08127121 17:53 08130121 16:32 1 2-Fluorophenol 96 31- 166 08127121 17:53 08130121 16:32 1 Nitrobenzene-d5 74 37 - 147 08127121 17:53 08130121 16:32 1 Phenol-d5 95 30 - 153 08127121 17:53 08130121 16:32 1 Terphenyl-d 14 97 42 - 157 08127121 17:53 08130121 16:32 1 2,4,6-Tribromophenol 60 31- 143 08127121 17:53 08130121 16:32 1 Method: 8081 B - Organochlorine Pesticides (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Ald ri n ND 0.0021 0.0015 mg/Kg 3:� 08/30/21 17:28 08/31/21 04:29 1 alpha-BHC ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 beta-BHC ND 0.0021 0.0017 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 cis -Chlordane ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 494'-DDD 0.0036 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 494'-DDE 0.020 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 494'-DDT 0.0023 0.0021 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 delta-BHC ND 0.0021 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Dieldrin ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Endosulfan I ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Endosulfan II ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Endosulfan sulfate ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Endrin ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Endrin aldehyde ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Endrin ketone ND 0.0021 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 gamma-BHC (Lindane) ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Heptachlor ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Heptachlor epoxide ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Methoxychlor ND 0.010 0.0014 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Toxaphene ND 0.021 0.0085 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 trans -Chlordane ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:29 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 93 33 - 148 08130121 17:28 08131121 04:29 1 Tetrachloro-m-xylene 59 30 - 121 08130121 17:28 08131121 04:29 1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1016 ND 0.021 0.0082 mg/Kg 0 08/30/21 17:28 08/31/2104:12 1 Eurofins TestAmerica, Chicago Page 31 of 73 9/2/2021 Page 575 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Date Collected: 08/25/21 12:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.4 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1221 ND 0.021 0.0082 mg/Kg 0 08/30/21 17:28 08/31/2104:12 1 PCB-1232 ND 0.021 0.0057 mg/Kg 0 08/30/21 17:28 08/31 /21 04:12 1 PCB-1242 ND 0.021 0.0082 mg/Kg 0 08/30/21 17:28 08/31/2104:12 1 PCB-1248 ND 0.021 0.010 mg/Kg 0 08/30/21 17:28 08/31/2104:12 1 PCB-1254 ND 0.021 0.0071 mg/Kg 0 08/30/21 17:28 08/31/2104:12 1 PCB-1260 ND 0.021 0.0079 mg/Kg 0 08/30/21 17:28 08/31/2104:12 1 Polychlorinated biphenyls, Total ND 0.021 0.0057 mg/Kg 0 08/30/21 17:28 08/31/21 04:12 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 68 49 - 129 08130121 17:28 08131121 04:12 1 DCB Decachlorobiphenyl 72 37 - 121 08130121 17:28 08131121 04:12 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aluminum 13000 B 22 9.0 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Antimony 1.2 J 2.2 0.43 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Arsenic 17 1.1 0.38 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Barium 190 1.1 0.13 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Beryllium 1.1 0.44 0.10 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Cadmium 0.26 B 0.22 0.040 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Calcium 3900 B 22 3.7 mg/Kg -a 09/01 /21 09:52 09/02/21 13:26 1 Chromium 20 1.1 0.54 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Cobalt 21 0.55 0.14 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Copper 17 1.1 0.31 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Iron 32000 B 22 11 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Lead 21 0.55 0.25 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Magnesium 4200 B 11 5.4 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Manganese 1400 B 1.1 0.16 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Nickel 30 1.1 0.32 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Potassium 1600 55 19 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Selenium ND 1.1 0.65 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Silver 0.48 J 0.55 0.14 mg/Kg -a 09/01 /21 09:52 09/02/21 13:26 1 Sodium 94 J 110 16 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Thallium ND 1.1 0.55 mg/Kg 0 09/01/2109:52 09/02/21 13:26 1 Vanadium 34 0.55 0.13 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Zinc 75 2.2 0.96 mg/Kg 0 09/01 /21 09:52 09/02/21 13:26 1 Method: 7471B - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.050 0.020 0.0067 mg/Kg 0 08/31 /21 14:25 09/01 /21 09:27 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Cyanide, Total ND 0.27 0.13 mg/Kg -0 09/02/21 10:35 09/02/21 12:48 1 pH 7.3 0.2 0.2 S U 08/31 /21 16 : 54 1 Eurofins TestAmerica, Chicago Page 32 of 73 9/2/2021 Page 576 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-17 Lab Sample ID: 500-204356-10 Date Collected: 08/25/21 13:40 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 80.8 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone 0.052 *1 0.019 0.0082 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Benzene ND 0.0019 0.00048 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Bromodichloromethane ND 0.0019 0.00038 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Bromoform ND 0.0019 0.00055 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Bromomethane ND 0.0047 0.0018 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Carbon disulfide ND 0.0047 0.00098 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Carbon tetrachloride ND 0.0019 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Chlorobenzene ND 0.0019 0.00069 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Chloroethane ND 0.0047 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Chloroform ND 0.0019 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Chloromethane ND 0.0047 0.0019 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 cis-1,2-Dichloroethene ND 0.0019 0.00052 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 cis-1,3-Dichloropropene ND 0.0019 0.00057 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Dibromochloromethane ND 0.0019 0.00061 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1, 1 -Dichloroethane ND 0.0019 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1,2-Dichloroethane ND 0.0047 0.0015 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1,1-Dichloroethene ND 0.0019 0.00065 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1,2-Dichloropropene ND 0.0019 0.00049 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1,3-Dichloropropene, Total ND 0.0019 0.00066 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Ethylbenzene ND 0.0019 0.00090 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 2-Hexanone ND 0.0047 0.0015 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Methylene Chloride ND 0.0047 0.0018 mg/Kg -a 08/26/21 19:02 08/30/21 22:56 1 Methyl Ethyl Ketone 0.0074 0.0047 0.0021 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 methyl isobutyl ketone ND 0.0047 0.0014 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Methyl tert-butyl ether ND 0.0019 0.00055 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Styrene ND 0.0019 0.00057 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1,1,2,2-Tetrachloroethane ND 0.0019 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Tetrachloroethene ND 0.0019 0.00064 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Toluene ND 0.0019 0.00047 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 trans-1,2-Dichloroethene ND 0.0019 0.00083 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 trans-1,3-Dichloropropene ND 0.0019 0.00066 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 17111-Trichloroethane ND 0.0019 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 1,1,2-Trichloroethane ND 0.0019 0.00081 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Trichloroethene ND 0.0019 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Vinyl chloride ND 0.0019 0.00083 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Xylenes, Total ND 0.0038 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 22:56 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 113 75 - 131 08/26/21 19:02 08130121 22: 56 1 Dibromofluoromethane 115 75 - 126 08/26/21 19:02 08130121 22:56 1 1,2-Dichloroethane-d4 (Surr) 121 70 - 134 08126121 19:02 08130121 22:56 1 Toluene-d8 (Surr) 109 75 - 124 08/26/21 19:02 08130121 22:56 1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene ND 0.040 0.0073 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Acenaphthylene ND 0.040 0.0053 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Anthracene ND 0.040 0.0068 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Benzo[a]anthracene ND 0.040 0.0055 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Benzo[a]pyrene ND 0.040 0.0078 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Eurofins TestAmerica, Chicago Page 33 of 73 9/2/2021 Page 577 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-17 Lab Sample ID: 500-204356-10 Date Collected: 08/25/21 13:40 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 80.8 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzo[b]fluoranthene ND 0.040 0.0087 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Benzo[g,h,i]perylene ND 0.040 0.013 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Benzo[k]fluoranthene ND 0.040 0.012 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Bis(2-chloroethoxy)methane ND 0.20 0.041 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Bis(2-chloroethyl)ether ND 0.20 0.061 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Bis(2-ethylhexyl) phthalate ND 0.20 0.074 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4-Bromophenyl phenyl ether ND 0.20 0.053 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Butyl benzyl phthalate ND 0.20 0.077 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Carbazole ND 0.20 0.10 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4-Chloroaniline ND 0.82 0.19 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4-Chloro-3-methylphenol ND 0.40 0.14 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2-Chloronaphthalene ND 0.20 0.045 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2-Chlorophenol ND 0.20 0.069 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4-Chlorophenyl phenyl ether ND 0.20 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Chrysene ND 0.040 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Dibenz(a,h)anthracene ND 0.040 0.0078 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Dibenzofuran ND 0.20 0.047 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 1,2-Dichlorobenzene ND 0.20 0.048 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 1,3-Dichlorobenzene ND 0.20 0.046 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 1,4-Dichlorobenzene ND 0.20 0.052 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 3,3'-Dichlorobenzidine ND 0.20 0.057 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2,4-Dichlorophenol ND 0.40 0.096 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Diethyl phthalate ND 0.20 0.069 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2,4-Dimethyl phenol ND 0.40 0.15 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Dimethyl phthalate ND 0.20 0.053 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Di-n-butyl phthalate ND 0.20 0.062 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4,6-Dinitro-2-methylphenol ND 0.82 0.33 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2,4-Dinitrophenol ND 0.82 0.71 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2,4-Dinitrotoluene ND 0.20 0.064 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2,6-Dinitrotoluene ND 0.20 0.080 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Di-n-octyl phthalate ND 0.20 0.066 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Fluoranthene ND 0.040 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Fluorene ND 0.040 0.0057 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Hexachlorobenzene ND 0.082 0.0094 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Hexachlorobutadiene ND 0.20 0.064 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Hexachlorocyclopentadiene ND 0.82 0.23 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Hexachloroethane ND 0.20 0.062 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Indeno[1,2,3-cd]pyrene ND 0.040 0.011 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Isophorone ND 0.20 0.045 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2-Methyl naphthalene ND 0.082 0.0075 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2-Methylphenol ND 0.20 0.065 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 3 & 4 Methylphenol ND 0.20 0.068 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Naphthalene ND 0.040 0.0062 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2-Nitroaniline ND 0.20 0.055 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 3-Nitroaniline ND 0.40 0.13 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4-Nitroaniline ND 0.40 0.17 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Nitrobenzene ND 0.040 0.010 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 2-Nitrophenol ND 0.40 0.096 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 4-Nitrophenol ND 0.82 0.39 mg/Kg 0 08/27/21 17:53 08/30/21 16:56 1 Eurofins TestAmerica, Chicago Page 34 of 73 9/2/2021 Page 578 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Client Sample ID: B-17 Lab Sample ID: 500-204356-10 Date Collected: 08/25/21 13:40 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 80.8 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit N-Nitrosodi-n-propylamine ND 0.082 0.050 mg/Kg N-Nitrosodiphenylamine ND 0.20 0.048 mg/Kg 2,2'-oxybis[l-chloropropane] ND 0.20 0.047 mg/Kg Pentachlorophenol ND 0.82 0.65 mg/Kg Phenanthrene ND 0.040 0.0056 mg/Kg Phenol ND 0.20 0.090 mg/Kg Pyrene ND 0.040 0.0081 mg/Kg 1,2,4-Trichlorobenzene ND 0.20 0.044 mg/Kg 2,4,5-Trichlorophenol ND 0.40 0.092 mg/Kg 2,4,6-Trichlorophenol ND 0.40 0.14 mg/Kg D Prepared Analyzed 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 0 08/27/21 17:53 08/30/21 16:56 Dil Fac 1 1 1 1 1 1 1 1 1 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 80 43 - 145 08127121 17:53 08130121 16:56 1 2-Fluorophenol 100 31- 166 08127121 17:53 08130121 16:56 1 Nitrobenzene-d5 71 37 - 147 08127121 17:53 08130121 16:56 1 Phenol-d5 99 30 - 153 08127121 17:53 08130121 16:56 1 Terphenyl-d 14 103 42 - 157 08127121 17:53 08130121 16:56 1 2,4,6-Tribromophenol 72 31- 143 08127121 17:53 08130121 16:56 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Arsenic 10 1.0 0.35 mg/Kg 3:� 09/01/2109:52 09/02/21 13:29 1 Barium 110 1.0 0.12 mg/Kg 0 09/01/2109:52 09/02/21 13:29 1 Cadmium 0.16 J B 0.21 0.037 mg/Kg 0 09/01/21 09:52 09/02/21 13:29 1 Chromium 23 1.0 0.51 mg/Kg 0 09/01 /21 09:52 09/02/21 13:29 1 Lead 17 0.52 0.24 mg/Kg 0 09/01 /21 09:52 09/02/21 13:29 1 Selenium ND 1.0 0.61 mg/Kg 0 09/01/2109:52 09/02/21 13:29 1 Silver 0.41 J 0.52 0.13 mg/Kg 0 09/01 /21 09:52 09/02/21 13:29 1 Method: 7471B - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.057 0.020 0.0066 mg/Kg 0 08/31 /21 14:25 09/01 /21 09:29 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac pH 7.2 0.2 0.2 SU 08/31 /21 16:59 1 Eurofins TestAmerica, Chicago Page 35 of 73 9/2/2021 Page 579 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Date Collected: 08/25/21 14:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.0 Method: 8260B - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone 0.040 *1 0.017 0.0074 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Benzene ND 0.0017 0.00043 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Bromodichloromethane ND 0.0017 0.00035 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Bromoform ND 0.0017 0.00050 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Bromomethane ND 0.0043 0.0016 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Carbon disulfide ND 0.0043 0.00089 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Carbon tetrachloride ND 0.0017 0.00049 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Chlorobenzene ND 0.0017 0.00063 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Chloroethane ND 0.0043 0.0013 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Chloroform ND 0.0017 0.00059 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Chloromethane ND 0.0043 0.0017 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 cis-1,2-Dichloroethene ND 0.0017 0.00048 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 cis-1,3-Dichloropropene ND 0.0017 0.00051 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Dibromochloromethane ND 0.0017 0.00056 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1, 1 -Dichloroethane ND 0.0017 0.00058 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1,2-Dichloroethane ND 0.0043 0.0013 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1,1-Dichloroethene ND 0.0017 0.00059 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1,2-Dichloropropene ND 0.0017 0.00044 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1,3-Dichloropropene, Total ND 0.0017 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Ethylbenzene ND 0.0017 0.00082 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 2-Hexanone ND 0.0043 0.0013 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Methylene Chloride ND 0.0043 0.0017 mg/Kg -a 08/26/21 19:02 08/30/21 23:22 1 Methyl Ethyl Ketone 0.0057 0.0043 0.0019 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 methyl isobutyl ketone ND 0.0043 0.0013 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Methyl tert-butyl ether ND 0.0017 0.00050 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Styrene ND 0.0017 0.00051 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1,1,2,2-Tetrachloroethane ND 0.0017 0.00054 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Tetrachloroethene ND 0.0017 0.00058 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Toluene ND 0.0017 0.00043 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 trans-1,2-Dichloroethene ND 0.0017 0.00076 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 trans-1,3-Dichloropropene ND 0.0017 0.00060 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 17111-Trichloroethane ND 0.0017 0.00057 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 1,1,2-Trichloroethane ND 0.0017 0.00073 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Trichloroethene ND 0.0017 0.00058 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Vinyl chloride ND 0.0017 0.00075 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Xylenes, Total ND 0.0034 0.00055 mg/Kg 0 08/26/21 19:02 08/30/21 23:22 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 113 75 - 131 08/26/21 19:02 08130121 23:22 1 Dibromofluoromethane 111 75 - 126 08/26/21 19:02 08130121 23:22 1 1,2-Dichloroethane-d4 (Surr) 117 70 - 134 08126121 19:02 08130121 23:22 1 Toluene-d8 (Surr) 110 75 - 124 08/26/21 19:02 08130121 23:22 1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene ND 0.042 0.0075 mg/Kg 0 08/27/2117:53 08/31/2112:49 1 Acenaphthylene ND 0.042 0.0055 mg/Kg 0 08/27/2117:53 08/31/2112:49 1 Anthracene ND 0.042 0.0070 mg/Kg 0 08/27/2117:53 08/31/2112:49 1 Benzo[a]anthracene ND 0.042 0.0056 mg/Kg 0 08/27/2117:53 08/31/2112:49 1 Benzo[a]pyrene ND 0.042 0.0081 mg/Kg 0 08/27/2117:53 08/31/2112:49 1 Eurofins TestAmerica, Chicago Page 36 of 73 9/2/2021 Page 580 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Date Collected: 08/25/21 14:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.0 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzo[b]fluoranthene ND 0.042 0.0091 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Benzo[g,h,i]perylene ND 0.042 0.014 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Benzo[k]fluoranthene ND 0.042 0.012 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Bis(2-chloroethoxy)methane ND 0.21 0.043 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Bis(2-chloroethyl)ether ND 0.21 0.063 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Bis(2-ethylhexyl) phthalate ND 0.21 0.077 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4-Bromophenyl phenyl ether ND 0.21 0.055 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Butyl benzyl phthalate ND 0.21 0.080 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Carbazole ND 0.21 0.10 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4-Chloroaniline ND 0.85 0.20 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4-Chloro-3-methylphenol ND 0.42 0.14 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2-Chloronaphthalene ND 0.21 0.046 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2-Chlorophenol ND 0.21 0.072 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4-Chlorophenyl phenyl ether ND 0.21 0.049 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Chrysene ND 0.042 0.011 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Dibenz(a,h)anthracene ND 0.042 0.0081 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Dibenzofuran ND 0.21 0.049 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 1,2-Dichlorobenzene ND 0.21 0.050 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 1,3-Dichlorobenzene ND 0.21 0.047 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 1,4-Dichlorobenzene ND 0.21 0.054 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 3,3'-Dichlorobenzidine ND 0.21 0.059 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,4-Dichlorophenol ND 0.42 0.10 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Diethyl phthalate ND 0.21 0.071 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,4-Dimethyl phenol ND 0.42 0.16 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Dimethyl phthalate ND 0.21 0.055 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Di-n-butyl phthalate ND 0.21 0.064 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4,6-Dinitro-2-methylphenol ND 0.85 0.34 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,4-Dinitrophenol ND 0.85 0.74 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,4-Dinitrotoluene ND 0.21 0.067 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,6-Dinitrotoluene ND 0.21 0.083 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Di-n-octyl phthalate ND 0.21 0.068 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Fluoranthene ND 0.042 0.0078 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Fluorene ND 0.042 0.0059 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Hexachlorobenzene ND 0.085 0.0097 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Hexachlorobutadiene ND 0.21 0.066 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Hexachlorocyclopentadiene ND 0.85 0.24 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Hexachloroethane ND 0.21 0.064 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Indeno[1,2,3-cd]pyrene ND 0.042 0.011 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Isophorone ND 0.21 0.047 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2-Methyl naphthalene ND 0.085 0.0077 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2-Methylphenol ND 0.21 0.067 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 3 & 4 Methylphenol ND 0.21 0.070 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Naphthalene ND 0.042 0.0065 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2-Nitroaniline ND 0.21 0.056 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 3-Nitroaniline ND 0.42 0.13 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4-Nitroaniline ND 0.42 0.18 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Nitrobenzene ND 0.042 0.010 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2-Nitrophenol ND 0.42 0.099 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 4-Nitrophenol ND 0.85 0.40 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Eurofins TestAmerica, Chicago Page 37 of 73 9/2/2021 Page 581 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Date Collected: 08/25/21 14:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.0 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac N-Nitrosodi-n-propylamine ND 0.085 0.051 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 N-Nitrosodiphenylamine ND 0.21 0.050 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,2'-oxybis[l -chloropropane] ND 0.21 0.049 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Pentachlorophenol ND 0.85 0.67 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Phenanthrene ND 0.042 0.0059 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Phenol ND 0.21 0.093 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Pyrene ND 0.042 0.0083 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 1,2,4-Trichlorobenzene ND 0.21 0.045 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,4,5-Trichlorophenol ND 0.42 0.096 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 2,4,6-Trichlorophenol ND 0.42 0.14 mg/Kg 0 08/27/21 17:53 08/31/21 12:49 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 63 43 - 145 08127121 17:53 08131121 12:49 1 2-Fluorophenol 96 31- 166 08127121 17:53 08131121 12:49 1 Nitrobenzene-d5 58 37 - 147 08127121 17:53 08131121 12:49 1 Phenol-d5 97 30 - 153 08127121 17:53 08131121 12:49 1 Terphenyl-d 14 86 42 - 157 08127121 17:53 08131121 12:49 1 2,4,6-Tribromophenol 46 31- 143 08127121 17:53 08131121 12:49 1 Method: 8081 B - Organochlorine Pesticides (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Ald ri n ND 0.0021 0.0014 mg/Kg 3:� 08/30/21 17:28 08/31/21 04:50 1 alpha-BHC ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 beta-BHC ND 0.0021 0.0017 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 cis -Chlordane ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 414'-DDD ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 414'-DDE ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 474'-DDT ND 0.0021 0.00099 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 delta-BHC ND 0.0021 0.00099 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Dieldrin ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Endosulfan I ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Endosulfan II ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Endosulfan sulfate ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Endrin ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Endrin aldehyde ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Endrin ketone ND 0.0021 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 gamma-BHC (Lindane) ND 0.0021 0.0010 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Heptachlor ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Heptachlor epoxide ND 0.0021 0.0011 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Methoxychlor ND 0.010 0.0014 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Toxaphene ND 0.021 0.0083 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 trans -Chlordane ND 0.0021 0.0012 mg/Kg 0 08/30/21 17:28 08/31/21 04:50 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 92 33 - 148 08130121 17:28 08131121 04:50 1 Tetrachloro-m-xylene 96 30 - 121 08130121 17:28 08131121 04:50 1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1016 ND 0.021 0.0081 mg/Kg 0 08/30/21 17:28 08/31/2104:28 1 Eurofins TestAmerica, Chicago Page 38 of 73 9/2/2021 Page 582 of 1060 Client Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Date Collected: 08/25/21 14:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.0 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1221 ND 0.021 0.0081 mg/Kg 0 08/30/21 17:28 08/31/2104:28 1 PCB-1232 ND 0.021 0.0056 mg/Kg 0 08/30/21 17:28 08/31 /21 04:28 1 PCB-1242 ND 0.021 0.0080 mg/Kg 0 08/30/21 17:28 08/31/2104:28 1 PCB-1248 ND 0.021 0.0098 mg/Kg 0 08/30/21 17:28 08/31/2104:28 1 PCB-1254 ND 0.021 0.0070 mg/Kg 0 08/30/21 17:28 08/31/2104:28 1 PCB-1260 ND 0.021 0.0078 mg/Kg 0 08/30/21 17:28 08/31/2104:28 1 Polychlorinated biphenyls, Total ND 0.021 0.0056 mg/Kg 0 08/30/21 17:28 08/31/21 04:28 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 65 49 - 129 08130121 17:28 08131121 04:28 1 DCB Decachlorobiphenyl 69 37 - 121 08130121 17:28 08131121 04:28 1 Method: 6010B - Metals (ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aluminum 13000 B 24 9.7 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Antimony 1.2 J 2.4 0.46 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Arsenic 7.7 1.2 0.40 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Barium 65 1.2 0.13 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Beryllium 0.97 0.47 0.11 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Cadmium 0.12 J B 0.24 0.043 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Calcium 31000 B 24 4.0 mg/Kg -a 09/01 /21 09:52 09/02/21 13:32 1 Chromium 19 1.2 0.59 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Cobalt 9.5 0.59 0.16 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Copper 28 1.2 0.33 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Iron 22000 B 24 12 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Lead 15 0.59 0.27 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Magnesium 20000 B 12 5.9 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Manganese 240 B 1.2 0.17 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Nickel 30 1.2 0.34 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Potassium 2600 59 21 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Selenium ND 1.2 0.70 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Silver 0.35 J 0.59 0.15 mg/Kg -a 09/01 /21 09:52 09/02/21 13:32 1 Sodium 1200 120 18 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Thallium ND 1.2 0.59 mg/Kg 0 09/01/2109:52 09/02/21 13:32 1 Vanadium 27 0.59 0.14 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Zinc 69 2.4 1.0 mg/Kg 0 09/01 /21 09:52 09/02/21 13:32 1 Method: 7471B - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.031 0.020 0.0065 mg/Kg 0 08/31 /21 14:25 09/01 /21 09:35 1 General Chemistry Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Cyanide, Total ND 0.28 0.14 mg/Kg -0 09/02/21 10:35 09/02/21 12:49 1 pH 7.6 0.2 0.2 SU 08/31 /21 17:02 1 Eurofins TestAmerica, Chicago Page 39 of 73 9/2/2021 Page 583 of 1060 Definitions/Glossary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Qualifiers GC/MS VOA Qualifier Qualifier Description *1 LCS/LCSD RPD exceeds control limits. GC/MS Semi VOA Qualifier Qualifier Description F1 MS and/or MSD recovery exceeds control limits. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Si- Surrogate recovery exceeds control limits, low biased. GC Semi VOA Qualifier Qualifier Description 13 J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. S1+ Surrogate recovery exceeds control limits, high biased. Metals Qualifier Qualifier Description B Compound was found in the blank and sample. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. General Chemistry Qualifier Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. 0 Listed under the "D" column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MCL EPA recommended "Maximum Contaminant Level" MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent POS Positive / Present PQL Practical Quantitation Limit PRES Presumptive QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) Eurofins TestAmerica, Chicago Page 40 of 73 9/2/2021 Page 584 of 1060 Definitions/Glossary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Glossary (Continued) Abbreviation These commonly used abbreviations may or may not be present in this report. TEQ Toxicity Equivalent Quotient (Dioxin) TNTC Too Numerous To Count Job ID: 500-204356-1 Eurofins TestAmerica, Chicago Page 41 of 73 9/2/2021 Page 585 of 1060 QC Association Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) GC/MS VOA Prep Batch: 616093 Lab Sample ID Client Sample ID 500-204356-1 B-1 500-204356-2 B-5 500-204356-5 B-9 500-204356-7 B-11 500-204356-8 B-12 Prep Batch: 616101 Lab Sample ID Client Sample ID 500-204356-3 B-6 500-204356-4 B-7 500-204356-6 B-10 500-204356-9 B-15 500-204356-10 B-17 500-204356-11 B-18 Analysis Batch: 616485 Lab Sample ID Client Sample ID 500-204356-3 B-6 500-204356-4 B-7 500-204356-6 B-10 500-204356-9 B-15 500-204356-10 B-17 500-204356-11 B-18 MB 500-616485/6 Method Blank LCS 500-616485/3 Lab Control Sample LCSD 500-616485/4 Lab Control Sample Dup Analysis Batch: 616628 Lab Sample ID Client Sample ID 500-204356-1 B-1 500-204356-5 B-9 500-204356-7 B-11 500-204356-8 B-12 MB 500-616628/7 Method Blank LCS 500-616628/5 Lab Control Sample Analysis Batch: 616830 Lab Sample ID Client Sample ID 500-204356-2 B-5 MB 500-616830/6 Method Blank LCS 500-616830/4 Lab Control Sample GUMS Semi VOA Job ID: 500-204356-1 Prep Type Matrix Method Prep Batch Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Prep Type Matrix Method Prep Batch Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Total/NA Solid 5035 Prep Type Matrix Method Prep Batch Total/NA Solid 8260B 616101 Total/NA Solid 8260B 616101 Total/NA Solid 8260B 616101 Total/NA Solid 8260B 616101 Total/NA Solid 8260B 616101 Total/NA Solid 8260B 616101 Total/NA Solid 8260B Total/NA Solid 8260B Total/NA Solid 8260B Prep Type Matrix Method Prep Batch Total/NA Solid 8260B 616093 Total/NA Solid 8260B 616093 Total/NA Solid 8260B 616093 Total/NA Solid 8260B 616093 Total/NA Solid 8260B Total/NA Solid 8260B Prep Type Matrix Method Prep Batch Total/NA Solid 8260B 616093 Total/NA Solid 8260B Total/NA Solid 8260B Prep Batch: 616303 Lab Sample ID Client Sample ID Prep Type Matrix 500-204356-1 B-1 Total/NA Solid 500-204356-2 B-5 Total/NA Solid 500-204356-3 B-6 Total/NA Solid 500-204356-4 B-7 Total/NA Solid 500-204356-5 B-9 Total/NA Solid Page 42 of 73 Method Prep Batch 3541 3541 3541 3541 3541 Eurofins TestAmerica, Chicago 9/2/2021 Page 586 of 1060 QC Association Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) GC/MS Semi VOA (Continued) Prep Batch: 616303 (Continued) Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-6 B-10 Total/NA Solid 3541 500-204356-7 B-11 Total/NA Solid 3541 500-204356-8 B-12 Total/NA Solid 3541 500-204356-9 B-15 Total/NA Solid 3541 500-204356-10 B-17 Total/NA Solid 3541 500-204356-11 B-18 Total/NA Solid 3541 MB 500-616303/1-A Method Blank Total/NA Solid 3541 LCS 500-616303/2-A Lab Control Sample Total/NA Solid 3541 500-204356-6 MS B-10 Total/NA Solid 3541 500-204356-6 MSD B-10 Total/NA Solid 3541 Analysis Batch: 616422 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-1 B-1 Total/NA Solid 8270D 616303 500-204356-2 B-5 Total/NA Solid 8270D 616303 500-204356-3 B-6 Total/NA Solid 8270D 616303 500-204356-5 B-9 Total/NA Solid 8270D 616303 500-204356-7 B-11 Total/NA Solid 8270D 616303 500-204356-8 B-12 Total/NA Solid 8270D 616303 500-204356-9 B-15 Total/NA Solid 8270D 616303 500-204356-10 B-17 Total/NA Solid 8270D 616303 MB 500-616303/1-A Method Blank Total/NA Solid 8270D 616303 LCS 500-616303/2-A Lab Control Sample Total/NA Solid 8270D 616303 500-204356-6 MS B-10 Total/NA Solid 8270D 616303 500-204356-6 MSD B-10 Total/NA Solid 8270D 616303 Analysis Batch: 616645 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-4 B-7 Total/NA Solid 8270D 616303 500-204356-6 B-10 Total/NA Solid 8270D 616303 500-204356-11 B-18 Total/NA Solid 8270D 616303 GC Semi VOA Analysis Batch: 616547 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-3 B-6 Total/NA Solid 8081 B 616559 500-204356-4 B-7 Total/NA Solid 8081 B 616559 500-204356-6 B-10 Total/NA Solid 8081 B 616559 500-204356-9 B-15 Total/NA Solid 8081 B 616559 500-204356-11 B-18 Total/NA Solid 8081 B 616559 MB 500-616559/1-A Method Blank Total/NA Solid 8081 B 616559 LCS 500-616559/2-A Lab Control Sample Total/NA Solid 8081 B 616559 Prep Batch: 616559 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-3 B-6 Total/NA Solid 3541 500-204356-3 - DL B-6 Total/NA Solid 3541 500-204356-4 B-7 Total/NA Solid 3541 500-204356-6 B-10 Total/NA Solid 3541 500-204356-9 B-15 Total/NA Solid 3541 Eurofins TestAmerica, Chicago Page 43 of 73 9/2/2021 Page 587 of 1060 QC Association Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) GC Semi VOA (Continued) Prep Batch: 616559 (Continued) Lab Sample ID Client Sample ID 500-204356-11 B-18 MB 500-616559/1-A Method Blank LCS 500-616559/2-A Lab Control Sample LCS 500-616559/3-A Lab Control Sample Analysis Batch: 616579 Lab Sample ID Client Sample ID 500-204356-3 B-6 500-204356-4 B-7 500-204356-6 B-10 500-204356-9 B-15 500-204356-11 B-18 MB 500-616559/1-A Method Blank LCS 500-616559/3-A Lab Control Sample Analysis Batch: 616781 Lab Sample ID Client Sample ID 500-204356-3 - D L B-6 Metals Job ID: 500-204356-1 Prep Type Matrix Method Prep Batch Total/NA Solid 3541 Total/NA Solid 3541 Total/NA Solid 3541 Total/NA Solid 3541 Prep Type Matrix Method Prep Batch Total/NA Solid 8082A 616559 Total/NA Solid 8082A 616559 Total/NA Solid 8082A 616559 10 Total/NA Solid 8082A 616559 Total/NA Solid 8082A 616559 Total/NA Solid 8082A 616559 Total/NA Solid 8082A 616559 Prep Type Matrix Method Prep Batch Total/NA Solid 8081 B 616559 Prep Batch: 616703 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-3 B-6 Total/NA Solid 7471 B 500-204356-4 B-7 Total/NA Solid 7471 B 500-204356-6 B-10 Total/NA Solid 7471 B 500-204356-9 B-15 Total/NA Solid 7471 B 500-204356-10 B-17 Total/NA Solid 7471 B 500-204356-11 B-18 Total/NA Solid 7471 B MB 500-616703/12-A Method Blank Total/NA Solid 7471 B LCS 500-616703/13-A Lab Control Sample Total/NA Solid 7471 B Prep Batch: 616902 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-1 B-1 Total/NA Solid 3050B 500-204356-2 B-5 Total/NA Solid 3050B 500-204356-3 B-6 Total/NA Solid 3050B 500-204356-4 B-7 Total/NA Solid 3050B 500-204356-5 B-9 Total/NA Solid 3050B 500-204356-6 B-10 Total/NA Solid 3050B 500-204356-7 B-11 Total/NA Solid 3050B 500-204356-8 B-12 Total/NA Solid 3050B 500-204356-9 B-15 Total/NA Solid 3050B 500-204356-10 B-17 Total/NA Solid 3050B 500-204356-11 B-18 Total/NA Solid 3050B MB 500-616902/1-A Method Blank Total/NA Solid 3050B LCS 500-616902/2-A Lab Control Sample Total/NA Solid 3050B Analysis Batch: 616909 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-3 B-6 Total/NA Solid 7471 B 616703 Eurofins TestAmerica, Chicago Page 44 of 73 9/2/2021 Page 588 of 1060 QC Association Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Metals (Continued) Analysis Batch: 616909 (Continued) Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-4 B-7 Total/NA Solid 7471 B 616703 500-204356-6 B-10 Total/NA Solid 7471 B 616703 500-204356-9 B-15 Total/NA Solid 7471 B 616703 500-204356-10 B-17 Total/NA Solid 7471 B 616703 500-204356-11 B-18 Total/NA Solid 7471 B 616703 MB 500-616703/12-A Method Blank Total/NA Solid 7471 B 616703 LCS 500-616703/13-A Lab Control Sample Total/NA Solid 7471 B 616703 Analysis Batch: 617123 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-1 B-1 Total/NA Solid 6010B 616902 500-204356-2 B-5 Total/NA Solid 6010B 616902 500-204356-3 B-6 Total/NA Solid 6010B 616902 500-204356-4 B-7 Total/NA Solid 6010B 616902 500-204356-5 B-9 Total/NA Solid 6010B 616902 500-204356-6 B-10 Total/NA Solid 6010B 616902 500-204356-7 B-11 Total/NA Solid 6010B 616902 500-204356-8 B-12 Total/NA Solid 6010B 616902 500-204356-9 B-15 Total/NA Solid 6010B 616902 500-204356-10 B-17 Total/NA Solid 6010B 616902 500-204356-11 B-18 Total/NA Solid 6010B 616902 MB 500-616902/1-A Method Blank Total/NA Solid 6010B 616902 LCS 500-616902/2-A Lab Control Sample Total/NA Solid 6010B 616902 General Chemistry Analysis Batch: 616519 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-1 B-1 Total/NA Solid Moisture 500-204356-2 B-5 Total/NA Solid Moisture 500-204356-3 B-6 Total/NA Solid Moisture 500-204356-4 B-7 Total/NA Solid Moisture 500-204356-5 B-9 Total/NA Solid Moisture 500-204356-6 B-10 Total/NA Solid Moisture 500-204356-7 B-11 Total/NA Solid Moisture Analysis Batch: 616539 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-8 B-12 Total/NA Solid Moisture 500-204356-9 B-15 Total/NA Solid Moisture 500-204356-10 B-17 Total/NA Solid Moisture 500-204356-11 B-18 Total/NA Solid Moisture 500-204356-8 DU B-12 Total/NA Solid Moisture Analysis Batch: 616867 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 500-204356-1 B-1 Total/NA Solid 9045D 500-204356-2 B-5 Total/NA Solid 9045D 500-204356-3 B-6 Total/NA Solid 9045D 500-204356-4 B-7 Total/NA Solid 9045D 500-204356-6 B-10 Total/NA Solid 9045D Eurofins TestAmerica, Chicago Page 45 of 73 9/2/2021 Page 589 of 1060 QC Association Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) General Chemistry (Continued) Analysis Batch: 616867 (Continued) Lab Sample ID Client Sample ID 500-204356-9 B-15 500-204356-10 B-17 500-204356-11 B-18 LCS 500-616867/2 Lab Control Sample LCSD 500-616867/3 Lab Control Sample Dup 500-204356-1 DU B-1 Prep Batch: 617081 Lab Sample ID Client Sample ID 500-204356-3 B-6 500-204356-4 B-7 500-204356-6 B-10 500-204356-9 B-15 500-204356-11 B-18 MB 500-617081/1-A Method Blank HLCS 500-617081/2-A Lab Control Sample LCS 500-617081 /3-A Lab Control Sample LLCS 500-617081 /4-A Lab Control Sample Analysis Batch: 617124 Lab Sample ID Client Sample ID 500-204356-3 B-6 500-204356-4 B-7 500-204356-6 B-10 500-204356-9 B-15 500-204356-11 B-18 MB 500-617081/1-A Method Blank HLCS 500-617081/2-A Lab Control Sample LCS 500-617081 /3-A Lab Control Sample LLCS 500-617081 /4-A Lab Control Sample Job ID: 500-204356-1 Prep Type Matrix Method Prep Batch Total/NA Solid 9045D Total/NA Solid 9045D Total/NA Solid 9045D Total/NA Solid 9045D Total/NA Solid 9045D Total/NA Solid 9045D Prep Type Matrix Method Prep Batch Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Total/NA Solid 9010C Prep Type Matrix Method Prep Batch Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Total/NA Solid 9012B 617081 Eurofins TestAmerica, Chicago Page 46 of 73 9/2/2021 Page 590 of 1060 Surrogate Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Method: 8260B -Volatile Organic Compounds (GC/MS) Matrix: Solid Prep Type: Total/NA Lab Sample ID 500-204356-1 500-204356-2 500-204356-5 500-204356-7 500-204356-8 LCS 500-616628/5 LCS 500-616830/4 M B 500-616628/7 M B 500-616830/6 Surrogate Legend Client Sample ID B-1 B-5 B-9 B-11 B-12 Lab Control Sample Lab Control Sample Method Blank Method Blank DCA = 1,2-Dichloroethane-d4 (Surr) TOL = Toluene-d8 (Surr) BFB = 4-Bromofluorobenzene (Surr) DBFM = Dibromofluoromethane Percent Surrogate Recovery (Acceptance Limits) DCA TOL BFB DBFM (75-126) (75-120) (72-124) (75-120) 90 100 91 96 82 93 75 88 92 101 90 96 93 100 91 96 92 100 91 97 91 100 93 100 79 93 75 95 94 97 91 101 83 91 76 89 Method: 8260B -Volatile Organic Compounds (GC/MS) Matrix: Solid Prep Type: Total/NA Lab Sample ID 500-204356-3 500-204356-4 500-204356-6 500-204356-9 500-204356-10 500-204356-11 LCS 500-616485/3 LCSD 500-616485/4 M B 500-616485/6 Surrogate Legend Client Sample ID B-6 B-7 B-10 B-15 B-17 B-18 Lab Control Sample Lab Control Sample Dup Method Blank BFB = 4-Bromofluorobenzene (Surr) DBFM = Dibromofluoromethane DCA = 1,2-Dichloroethane-d4 (Surr) TOL = Toluene-d8 (Surr) Percent Surrogate Recovery (Acceptance Limits) BFB DBFM DCA TOL (75-131) (75-126) (70-134) (75-124) 114 112 123 109 117 111 118 112 114 112 119 109 111 111 119 109 113 115 121 109 113 111 117 110 105 103 100 110 104 103 102 110 112 104 103 107 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Matrix: Solid Prep Type: Total/NA Lab Sample ID 500-204356-1 500-204356-2 500-204356-3 500-204356-4 500-204356-5 500-204356-6 500-204356-6 MS Percent Surrogate Recovery (Acceptance Limits) Client Sample ID NBZ (37-147) FBP (43-145) TPHL (42-157) 2FP (31-166) PHL (30-153) TBP (31-143) B-1 80 86 101 B-5 85 84 101 B-6 77 78 100 85 88 68 B-7 63 69 88 95 91 30 S 1- B-9 68 76 99 B-10 66 72 122 94 88 32 B-10 88 89 105 115 104 79 Page 47 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 591 of 1060 Surrogate Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Matrix: Solid Prep Type: Total/NA Percent Surrogate Recovery (Acceptance Limits) Lab Sample ID Client Sample ID NBZ (37-147) FBP (43-145) TPHL (42-157) 2FP (31-166) PHL (30-153) TBP (31-143) 500-204356-6 MSD B-10 76 80 115 94 96 70 500-204356-7 B-11 78 81 102 500-204356-8 B-12 74 92 104 500-204356-9 B-15 74 69 97 96 95 60 500-204356-10 B-17 71 80 103 100 99 72 500-204356-11 B-18 58 63 86 96 97 46 LCS 500-616303/2-A Lab Control Sample 81 83 90 92 85 83 MB 500-616303/1-A Method Blank 86 91 104 121 115 65 Surrogate Legend NBZ = Nitrobenzene-d5 FBP = 2-Fluorobiphenyl TPHL = Terphenyl-d14 2FP = 2-Fluorophenol PHL = Phenol-d5 TBP = 2,4,6-Tribromophenol Method: 8081 B - Organochlorine Pesticides (GC) Matrix: Solid Prep Type: Total/NA Lab Sample ID 500-204356-3 500-204356-3 - D L 500-204356-4 500-204356-6 500-204356-9 500-204356-11 LCS 500-616559/2-A MB 500-616559/1-A Surrogate Legend Client Sample ID B-6 B-6 B-7 B-10 B-15 B-18 Lab Control Sample Method Blank DCBP = DCB Decachlorobiphenyl TCX = Tetrachloro-m-xylene Percent Surrogate Recovery (Acceptance Limits) DCBP2 TCX2 (33-148) (30-121) 71 62 134 93 94 71 94 78 93 59 92 96 104 82 108 89 Method: 8082A -Polychlorinated Biphenyls (PCBs) by Gas Chromatography Matrix: Solid Prea Tvge: Total/NA Percent Surrogate Recovery (Acceptance Limits) Lab Sample ID Client Sample ID TCX2 (49-129) DCBP2 (37-121) 500-204356-3 B-6 50 62 500-204356-4 B-7 60 84 500-204356-6 B-10 65 74 500-204356-9 B-15 68 72 500-204356-11 B-18 65 69 LCS 500-616559/3-A Lab Control Sample 103 121 MB 500-616559/1-A Method Blank 99 123 S1+ Surrogate Legend TCX = Tetrachloro-m-xylene Page 48 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 592 of 1060 Surrogate Summary Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) DCBP = DCB Decachlorobiphenyl Eurofins TestAmerica, Chicago Page 49 of 73 9/2/2021 Page 593 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8260B - Volatile Organic Compounds (GC/MS) Lab Sample ID: MB 500-616485/6 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616485 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acetone ND 0.020 0.0087 mg/Kg 08/30/21 14:47 1 Benzene ND 0.0020 0.00051 mg/Kg 08/30/21 14:47 1 Bromodichloromethane ND 0.0020 0.00041 mg/Kg 08/30/21 14:47 1 Bromoform ND 0.0020 0.00058 mg/Kg 08/30/21 14:47 1 Bromomethane ND 0.0050 0.0019 mg/Kg 08/30/21 14:47 1 Carbon disulfide ND 0.0050 0.0010 mg/Kg 08/30/21 14:47 1 Carbon tetrachloride ND 0.0020 0.00058 mg/Kg 08/30/21 14:47 1 Chlorobenzene ND 0.0020 0.00074 mg/Kg 08/30/21 14:47 1 Chloroethane ND 0.0050 0.0015 mg/Kg 08/30/21 14:47 1 Chloroform ND 0.0020 0.00069 mg/Kg 08/30/21 14:47 1 Chloromethane ND 0.0050 0.0020 mg/Kg 08/30/21 14:47 1 cis-1,2-Dichloroethene ND 0.0020 0.00056 mg/Kg 08/30/21 14:47 1 cis-1,3-Dichloropropene ND 0.0020 0.00060 mg/Kg 08/30/21 14:47 1 Dibromochloromethane ND 0.0020 0.00065 mg/Kg 08/30/21 14:47 1 1, 1 -Dichloroethane ND 0.0020 0.00069 mg/Kg 08/30/21 14:47 1 1,2-Dichloroethane ND 0.0050 0.0016 mg/Kg 08/30/21 14:47 1 111-Dichloroethene ND 0.0020 0.00069 mg/Kg 08/30/21 14:47 1 1,2-Dichloropropene ND 0.0020 0.00052 mg/Kg 08/30/21 14:47 1 1,3-Dichloropropene, Total ND 0.0020 0.00070 mg/Kg 08/30/21 14:47 1 Ethylbenzene ND 0.0020 0.00096 mg/Kg 08/30/21 14:47 1 2-Hexanone ND 0.0050 0.0016 mg/Kg 08/30/21 14:47 1 Methylene Chloride ND 0.0050 0.0020 mg/Kg 08/30/21 14:47 1 Methyl Ethyl Ketone ND 0.0050 0.0022 mg/Kg 08/30/21 14:47 1 methyl isobutyl ketone ND 0.0050 0.0015 mg/Kg 08/30/21 14:47 1 Methyl tert-butyl ether ND 0.0020 0.00059 mg/Kg 08/30/21 14:47 1 Styrene ND 0.0020 0.00060 mg/Kg 08/30/21 14:47 1 1,1,2,2-Tetrachloroethane ND 0.0020 0.00064 mg/Kg 08/30/21 14:47 1 Tetrachloroethene ND 0.0020 0.00068 mg/Kg 08/30/21 14:47 1 Toluene ND 0.0020 0.00051 mg/Kg 08/30/21 14:47 1 trans-1,2-Dichloroethene ND 0.0020 0.00089 mg/Kg 08/30/21 14:47 1 trans-1,3-Dichloropropene ND 0.0020 0.00070 mg/Kg 08/30/21 14:47 1 1, 1, 1 -Trichloroethane ND 0.0020 0.00067 mg/Kg 08/30/21 14:47 1 1,1,2-Trichloroethane ND 0.0020 0.00086 mg/Kg 08/30/21 14:47 1 Trichloroethene ND 0.0020 0.00068 mg/Kg 08/30/21 14:47 1 Vinyl chloride ND 0.0020 0.00089 mg/Kg 08/30/21 14:47 1 Xylenes, Total ND 0.0040 0.00064 mg/Kg 08/30/21 14:47 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 112 75 - 131 08130121 14:47 1 Dibromofluoromethane 104 75 - 126 08130121 14:47 1 1,2-Dichloroethane-d4 (Surr) 103 70 - 134 08130121 14:47 1 Toluene-d8 (Surr) 107 75 - 124 08130121 14:47 1 Eurofins TestAmerica, Chicago Page 50 of 73 9/2/2021 Page 594 of 1060 QC Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 500-616485/3 Matrix: Solid Analysis Batch: 616485 Analyte Acetone Benzene Bromodichloromethane Bromoform Bromomethane Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1,2-Dichloroethene cis-1,3-Dichloropropene Dibromochloromethane 1, 1 -Dichloroethane 1,2-Dichloroethane 111-Dichloroethene 1,2-Dichloropropene Ethylbenzene 2-Hexanone Methylene Chloride Methyl Ethyl Ketone methyl isobutyl ketone Methyl tert-butyl ether Styrene 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene trans-1,2-Dichloroethene trans-1,3-Dichloropropene 1,131-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl chloride Xylenes, Total LCS LCS Surrogate %Recovery Qualifier 4-Bromofluorobenzene (Surr) 105 Dibromofluoromethane 103 1,2-Dichloroethane-d4 (Surr) 100 Toluene-d8 (Surr) 110 Lab Sample ID: LCSD 500-616485/4 Matrix: Solid Analysis Batch: 616485 Analyte Acetone Job ID: 500-204356-1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike Added LCS LCS Result Qualifier Unit D %Rec %Rec. Limits 0.0500 0.0609 mg/Kg 122 40 -150 0.0500 0.0498 mg/Kg 100 70 -125 0.0500 0.0488 mg/Kg 98 67 -129 0.0500 0.0502 mg/Kg 100 68 -136 0.0500 0.0460 mg/Kg 92 70 -130 0.0500 0.0508 mg/Kg 102 70 -129 0.0500 0.0470 mg/Kg 94 75 -125 0.0500 0.0498 mg/Kg 100 50 -150 0.0500 0.0485 mg/Kg 97 75 -125 0.0500 0.0479 mg/Kg 96 57 -135 0.0500 0.0521 mg/Kg 104 70 -125 0.0500 0.0471 mg/Kg 94 70 -125 0.0500 0.0516 mg/Kg 103 70 -125 0.0500 0.0492 mg/Kg 98 69 -125 0.0500 0.0492 mg/Kg 98 70 -125 0.0500 0.0501 mg/Kg 100 70 -130 0.0500 0.0497 mg/Kg 99 70 -120 0.0500 0.0499 mg/Kg 100 70 -125 0.0500 0.0499 mg/Kg 100 61 -136 0.0500 0.0543 mg/Kg 109 48 -146 0.0500 0.0491 mg/Kg 98 70 -126 0.0500 0.0523 mg/Kg 105 47 -138 0.0500 0.0544 mg/Kg 109 50 -148 0.0500 0.0478 mg/Kg 96 50 -140 0.0500 0.0510 mg/Kg 102 70 -125 0.0500 0.0508 mg/Kg 102 70 -122 0.0500 0.0514 mg/Kg 103 70 -124 0.0500 0.0504 mg/Kg 101 70 -125 0.0500 0.0483 mg/Kg 97 70 -125 0.0500 0.0521 mg/Kg 104 70 -125 0.0500 0.0479 mg/Kg 96 70 - 128 0.0500 0.0514 mg/Kg 103 70 -125 0.0500 0.0496 mg/Kg 99 70 -125 0.0500 0.0502 mg/Kg 100 70 -125 0.100 0.101 mg/Kg 101 53 -147 Limits 75- 131 75 - 126 70 - 134 75 - 124 Client Sample ID: Lab Control Sample Dup Prep Type: Total/NA Spike LCSD LCSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 0.0500 0.0440 *1 mg/Kg 88 40 -150 32 30 Eurofins TestAmerica, Chicago Page 51 of 73 9/2/2021 Page 595 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCSD 500-616485/4 Client Sample ID: Lab Control Sample Dup Matrix: Solid Prep Type: Total/NA Analysis Batch: 616485 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit Benzene 0.0500 0.0502 mg/Kg 100 70 -125 1 30 Bromodichloromethane 0.0500 0.0500 mg/Kg 100 67 -129 2 30 Bromoform 0.0500 0.0524 mg/Kg 105 68 -136 4 30 Bromomethane 0.0500 0.0471 mg/Kg 94 70 -130 2 30 Carbon disulfide 0.0500 0.0523 mg/Kg 105 70 -129 3 30 Carbon tetrachloride 0.0500 0.0487 mg/Kg 97 75 -125 3 30 Chlorobenzene 0.0500 0.0511 mg/Kg 102 50 -150 3 30 Chloroethane 0.0500 0.0484 mg/Kg 97 75 -125 0 30 Chloroform 0.0500 0.0494 mg/Kg 99 57 -135 3 30 Chloromethane 0.0500 0.0512 mg/Kg 102 70 -125 2 30 cis-1,2-Dichloroethene 0.0500 0.0480 mg/Kg 96 70 -125 2 30 cis-1,3-Dichloropropene 0.0500 0.0523 mg/Kg 105 70 -125 1 30 Dibromochloromethane 0.0500 0.0500 mg/Kg 100 69 -125 2 30 1, 1 -Dichloroethane 0.0500 0.0501 mg/Kg 100 70 -125 2 30 1,2-Dichloroethane 0.0500 0.0502 mg/Kg 100 70 -130 0 30 171-Dichloroethene 0.0500 0.0508 mg/Kg 102 70 -120 2 30 1,2-Dichloropropene 0.0500 0.0512 mg/Kg 102 70 -125 3 30 Ethylbenzene 0.0500 0.0518 mg/Kg 104 61 -136 4 30 2-Hexanone 0.0500 0.0572 mg/Kg 114 48 -146 5 30 Methylene Chloride 0.0500 0.0496 mg/Kg 99 70 -126 1 30 Methyl Ethyl Ketone 0.0500 0.0503 mg/Kg 101 47 -138 4 30 methyl isobutyl ketone 0.0500 0.0557 mg/Kg 111 50 -148 2 30 Methyl tert-butyl ether 0.0500 0.0479 mg/Kg 96 50 -140 0 30 Styrene 0.0500 0.0520 mg/Kg 104 70 -125 2 30 111,2,2-Tetrachloroethane 0.0500 0.0526 mg/Kg 105 70 -122 3 30 Tetrachloroethene 0.0500 0.0534 mg/Kg 107 70 -124 4 30 Toluene 0.0500 0.0515 mg/Kg 103 70 -125 2 30 trans-1,2-Dichloroethene 0.0500 0.0490 mg/Kg 98 70 -125 1 30 trans-1,3-Dichloropropene 0.0500 0.0529 mg/Kg 106 70 -125 1 30 1,131-Trichloroethane 0.0500 0.0493 mg/Kg 99 70 -128 3 30 1,1,2-Trichloroethane 0.0500 0.0518 mg/Kg 104 70 -125 1 30 Trichloroethene 0.0500 0.0506 mg/Kg 101 70 -125 2 30 Vinyl chloride 0.0500 0.0488 mg/Kg 98 70 -125 3 30 Xylenes, Total 0.100 0.104 mg/Kg 104 53 -147 3 30 LCSD LCSD Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene (Surr) 104 75 - 131 Dibromofluoromethane 103 75 - 126 1,2-Dichloroethane-d4 (Surr) 102 70 - 134 Toluene-d8 (Surr) 110 75 - 124 Lab Sample ID: MB 500-616628/7 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616628 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.00025 0.00015 mg/Kg 08/31/2110:26 1 Ethylbenzene ND 0.00025 0.00018 mg/Kg 08/31/2110:26 1 Eurofins TestAmerica, Chicago Page 52 of 73 9/2/2021 Page 596 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: MB 500-616628/7 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616628 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Toluene ND 0.00025 0.00015 mg/Kg 08/31/2110:26 1 Xylenes, Total ND 0.00050 0.00022 mg/Kg 08/31/21 10:26 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 91 72 - 124 08131121 10:26 1 Dibromofluoromethane 101 75 - 120 08131121 10:26 1 1,2-Dichloroethane-d4 (Surr) 94 75 - 126 08131121 10:26 1 Toluene-d8 (Surr) 97 75 - 120 08131121 10:26 1 Lab Sample ID: LCS 500-616628/5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 616628 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Benzene 0.0500 0.0488 mg/Kg 98 70 -120 Ethylbenzene 0.0500 0.0520 mg/Kg 104 70 -123 Toluene 0.0500 0.0502 mg/Kg 100 70 -125 Xylenes, Total 0.100 0.101 mg/Kg 101 70 -125 LCS LCS Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene (Surr) 93 72 - 124 Dibromofluoromethane 100 75 - 120 1, 2-Dichloroethane-d4 (Surr) 91 75 - 126 Toluene-d8 (Surr) 100 75 - 120 Lab Sample ID: MB 500-616830/6 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616830 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 0.00025 0.00015 mg/Kg 09/01/2111:24 1 Ethylbenzene ND 0.00025 0.00018 mg/Kg 09/01/2111:24 1 Toluene ND 0.00025 0.00015 mg/Kg 09/01/2111:24 1 Xylenes, Total ND 0.00050 0.00022 mg/Kg 09/01/21 11:24 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene (Surr) 76 72 - 124 09101121 11:24 1 Dibromofluoromethane 89 75 - 120 09101121 11:24 1 1,2-Dichloroethane-d4 (Surr) 83 75 - 126 09101121 11:24 1 Toluene-d8 (Surr) 91 75 - 120 09101121 11:24 1 Lab Sample ID: LCS 500-616830/4 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 616830 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Benzene 0.0500 0.0500 mg/Kg 100 70 -120 Ethylbenzene 0.0500 0.0524 mg/Kg 105 70 -123 Eurofins TestAmerica, Chicago Page 53 of 73 9/2/2021 Page 597 of 1060 QC Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 500-616830/4 Matrix: Solid Analysis Batch: 616830 Analyte Toluene Xylenes, Total Surrogate 4-Bromofluorobenzene (Surr) Dibromofluoromethane 1,2-Dichloroethane-d4 (Surr) Toluene-d8 (Surr) Spike Added 0.0500 0.100 LCS LCS %Recovery Qualifier Limits 75 72 - 124 95 75 - 120 79 75 - 126 93 75 - 120 Job ID: 500-204356-1 Client Sample ID: Lab Control Sample Prep Type: Total/NA LCS LCS Result Qualifier Unit 0.0484 mg/Kg 0.105 mg/Kg %Rec. D %Rec Limits 97 70 -125 105 70 -125 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Lab Sample ID: MB 500-616303/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616422 Prep Batch: 616303 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dill Fac Acenaphthylene ND 0.033 0.0044 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Acenaphthene ND 0.033 0.0060 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Anthracene ND 0.033 0.0056 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Benzo[a]anthracene ND 0.033 0.0045 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Bis(2-chloroethoxy)methane ND 0.17 0.034 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Bis(2-chloroethyl)ether ND 0.17 0.050 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Benzo[b]fluoranthene ND 0.033 0.0072 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Bis(2-ethylhexyl) phthalate ND 0.17 0.061 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4-Bromophenyl phenyl ether ND 0.17 0.044 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Benzo[k]fluoranthene ND 0.033 0.0098 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Benzo[a]pyrene ND 0.033 0.0064 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Butyl benzyl phthalate ND 0.17 0.063 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Carbazole ND 0.17 0.083 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4-Chloroaniline ND 0.67 0.16 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4-Chloro-3-methylphenol ND 0.33 0.11 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Benzo[g,h,i]perylene ND 0.033 0.011 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2-Chloronaphthalene ND 0.17 0.037 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2-Chlorophenol ND 0.17 0.057 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4-Chlorophenyl phenyl ether ND 0.17 0.039 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Chrysene ND 0.033 0.0091 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Dibenz(a,h)anthracene ND 0.033 0.0064 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Dibenzofuran ND 0.17 0.039 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 1,2-Dichlorobenzene ND 0.17 0.040 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 1,3-Dichlorobenzene ND 0.17 0.037 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 1,4-Dichlorobenzene ND 0.17 0.043 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 3,3'-Dichlorobenzidine ND 0.17 0.047 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,4-Dichlorophenol ND 0.33 0.079 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Diethyl phthalate ND 0.17 0.056 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,4-Dimethylphenol ND 0.33 0.13 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Dimethyl phthalate ND 0.17 0.043 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Di-n-butyl phthalate ND 0.17 0.051 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4,6-Dinitro-2-methylphenol ND 0.67 0.27 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,4-Dinitrophenol ND 0.67 0.59 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Eurofins TestAmerica, Chicago Page 54 of 73 9/2/2021 Page 598 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: MB 500-616303/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616422 Prep Batch: 616303 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 2,4-Dinitrotoluene ND 0.17 0.053 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,6-Dinitrotoluene ND 0.17 0.065 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Di-n-octyl phthalate ND 0.17 0.054 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Fluoranthene ND 0.033 0.0062 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Fluorene ND 0.033 0.0047 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Hexachlorobenzene ND 0.067 0.0077 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Hexachlorobutadiene ND 0.17 0.052 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Hexachlorocyclopentadiene ND 0.67 0.19 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Hexachloroethane ND 0.17 0.051 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Indeno[1,2,3-cd]pyrene ND 0.033 0.0086 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Isophorone ND 0.17 0.037 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2-Methyl naphthalene ND 0.067 0.0061 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2-Methylphenol ND 0.17 0.053 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 3 & 4 Methylphenol ND 0.17 0.055 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Naphthalene ND 0.033 0.0051 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2-Nitroaniline ND 0.17 0.045 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 3-Nitroaniline ND 0.33 0.10 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4-Nitroaniline ND 0.33 0.14 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Nitrobenzene ND 0.033 0.0083 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2-Nitrophenol ND 0.33 0.079 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 4-Nitrophenol ND 0.67 0.32 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 N-Nitrosodi-n-propylamine ND 0.067 0.041 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 N-Nitrosodiphenylamine ND 0.17 0.039 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,2'-oxybis[l-chloropropane] ND 0.17 0.039 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Pentachlorophenol ND 0.67 0.53 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Phenanthrene ND 0.033 0.0046 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Phenol ND 0.17 0.074 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 Pyrene ND 0.033 0.0066 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 1,2,4-Trichlorobenzene ND 0.17 0.036 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,4,5-Trichlorophenol ND 0.33 0.076 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 2,4,6-Trichlorophenol ND 0.33 0.11 mg/Kg 08/27/21 17:53 08/30/21 11:16 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 2-Fluorobiphenyl 91 43 - 145 08127121 17:53 08130121 11:16 1 2-Fluorophenol 121 31- 166 08127121 17:53 08130121 11:16 1 Nitrobenzene-d5 86 37 - 147 08127121 17:53 08130121 11:16 1 Phenol-d5 115 30 - 153 08127121 17:53 08130121 11:16 1 Terphenyl-d 14 104 42 - 157 08127121 17:53 08130121 11:16 1 2,4,6-Tribromophenol 65 31- 143 08127121 17:53 08130121 11:16 1 Lab Sample ID: LCS 500-616303/2-A Matrix: Solid Analysis Batch: 616422 Spike LCS Analyte Added Result Acenaphthylene 1.33 1.08 Acenaphthene 1.33 1.27 Anthracene 1.33 1.09 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 616303 LCS %Rec. Qualifier Unit D %Rec Limits mg/Kg 81 68 -120 mg/Kg 95 65 -124 mg/Kg 82 70 -114 Page 55 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 599 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 500-616303/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 616422 Prep Batch: 616303 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Benzo[a]anthracene 1.33 1.10 mg/Kg 83 67 -122 Bis(2-chloroethoxy)methane 1.33 1.05 mg/Kg 79 60 -112 Bis(2-chloroethyl)ether 1.33 0.906 mg/Kg 68 55 -111 Benzo[b]fluoranthene 1.33 1.01 mg/Kg 76 69 -129 Bis(2-ethylhexyl) phthalate 1.33 1.14 mg/Kg 86 72 -131 4-Bromophenyl phenyl ether 1.33 1.17 mg/Kg 88 68 -118 Benzo[k]fluoranthene 1.33 1.17 mg/Kg 88 68 -127 Benzo[a]pyrene 1.33 1.20 mg/Kg 90 65 -133 Butyl benzyl phthalate 1.33 1.04 mg/Kg 78 71 -129 Carbazole 1.33 1.09 mg/Kg 82 65 -142 4-Chloroaniline 1.33 0.769 mg/Kg 58 30 -150 4-Chloro-3-methylphenol 1.33 1.19 mg/Kg 89 65 -122 Benzo[g,h,i]perylene 1.33 1.18 mg/Kg 89 72 -131 2-Chloronaphthalene 1.33 1.09 mg/Kg 82 69 -114 2-Chlorophenol 1.33 1.15 mg/Kg 87 64 -110 4-Chlorophenyl phenyl ether 1.33 1.18 mg/Kg 89 62 -119 Chrysene 1.33 1.10 mg/Kg 82 63 -120 Dibenz(a,h)anthracene 1.33 1.08 mg/Kg 81 64 -131 Dibenzofuran 1.33 1.12 mg/Kg 84 66 -115 1,2-Dichlorobenzene 1.33 1.06 mg/Kg 79 62 -110 1,3-Dichlorobenzene 1.33 0.972 mg/Kg 73 65 -124 1,4-Dichlorobenzene 1.33 1.03 mg/Kg 77 61 -110 3,3'-Dichlorobenzidine 1.33 1.00 mg/Kg 75 35 -128 2,4-Dichlorophenol 1.33 1.11 mg/Kg 83 58 -120 Diethyl phthalate 1.33 1.09 mg/Kg 82 58 -120 2,4-Dimethylphenol 1.33 1.10 mg/Kg 82 60 -110 Dimethyl phthalate 1.33 1.07 mg/Kg 80 69 -116 Di-n-butyl phthalate 1.33 1.06 mg/Kg 80 65 -120 4,6-Dinitro-2-methylphenol 2.67 0.576 J mg/Kg 22 10 -110 2,4-Dinitrophenol 2.67 ND mg/Kg 10 10 -100 2,4-Dinitrotoluene 1.33 1.17 mg/Kg 88 69 -124 2,6-Dinitrotoluene 1.33 1.15 mg/Kg 86 70 -123 Di-n-octyl phthalate 1.33 1.13 mg/Kg 85 68 -134 Fluoranthene 1.33 1.15 mg/Kg 87 62 -120 Fluorene 1.33 1.14 mg/Kg 85 62 -120 Hexachlorobenzene 1.33 1.28 mg/Kg 96 63 -124 Hexachlorobutadiene 1.33 1.11 mg/Kg 83 56 -120 Hexachlorocyclopentadiene 1.33 0.559 J mg/Kg 42 10 -133 Hexachloroethane 1.33 0.963 mg/Kg 72 60 -114 Indeno[1,2,3-cd]pyrene 1.33 1.09 mg/Kg 82 68 -130 Isophorone 1.33 0.993 mg/Kg 74 55 -110 2-Methyl naphthalene 1.33 1.10 mg/Kg 82 69 -112 2-Methylphenol 1.33 1.09 mg/Kg 82 60 -120 3 & 4 Methylphenol 1.33 1.04 mg/Kg 78 57 -120 Naphthalene 1.33 1.05 mg/Kg 79 63 -110 2-Nitroaniline 1.33 1.04 mg/Kg 78 57 -124 3-Nitroaniline 1.33 0.796 mg/Kg 60 40 -122 4-Nitroaniline 1.33 0.981 mg/Kg 74 60 -160 Nitrobenzene 1.33 1.03 mg/Kg 77 60 -116 Eurofins TestAmerica, Chicago Page 56 of 73 9/2/2021 Page 600 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 500-616303/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 616422 Prep Batch: 616303 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 2-Nitrophenol 1.33 1.17 mg/Kg 88 60 -120 4-Nitrophenol 2.67 2.03 mg/Kg 76 30 -122 N-Nitrosodi-n-propylamine 1.33 1.09 mg/Kg 81 56 -118 N-Nitrosodiphenylamine 1.33 1.05 mg/Kg 79 65 -112 2,2'-oxybis[l -chloropropane] 1.33 0.730 mg/Kg 55 40 -124 Pentachlorophenol 2.67 0.818 mg/Kg 31 13 -112 Phenanthrene 1.33 1.07 mg/Kg 81 62 -120 Phenol 1.33 1.13 mg/Kg 85 56 -122 Pyrene 1.33 1.09 mg/Kg 82 61 -128 1,2,4-Trichlorobenzene 1.33 1.09 mg/Kg 81 66 -117 2,4,5-Trichlorophenol 1.33 1.12 mg/Kg 84 50 -120 2,4,6-Trichlorophenol 1.33 1.07 mg/Kg 80 57 -120 Surrogate LCS LCS %Recovery Qualifier Limits 2-Fluorobiphenyl 83 43 - 145 2-Fluorophenol 92 31- 166 Nitrobenzene-d5 81 37 - 147 Phenol-d5 85 30 - 153 Terphenyl-d 14 90 42 - 157 2,4,6-Tribromophenol 83 31- 143 Lab Sample ID: 500-204356-6 MS Matrix: Solid Analysis Batch: 616422 Analyte Sample Result Sample Qualifier Spike Added MS MS Result Qualifier Unit D %Rec Acenaphthylene ND 1.54 1.30 mg/Kg 0 84 Acenaphthene ND 1.54 1.54 mg/Kg 0 100 Anthracene ND 1.54 1.37 mg/Kg -a 89 Benzo[a]anthracene 0.0092 J 1.54 1.42 mg/Kg 0 92 Bis(2-chloroethoxy)methane ND 1.54 1.34 mg/Kg 0 87 Bis(2-chloroethyl)ether ND 1.54 1.29 mg/Kg 0 84 Benzo[b]fluoranthene 0.024 J 1.54 1.49 mg/Kg 0 96 Bis(2-ethylhexyl) phthalate ND 1.54 1.44 mg/Kg 0 94 4-Bromophenyl phenyl ether ND 1.54 1.45 mg/Kg 0 94 Benzo[k]fluoranthene ND 1.54 1.79 mg/Kg 0 117 Benzo[a]pyrene ND 1.54 1.54 mg/Kg 0 100 Butyl benzyl phthalate ND 1.54 1.31 mg/Kg 0 85 Carbazole ND 1.54 1.36 mg/Kg 0 89 4-Chloroaniline ND 1.54 0.782 mg/Kg 0 51 4-Chloro-3-methylphenol ND 1.54 1.30 mg/Kg 0 84 Benzo[g,h,i]perylene 0.028 J F1 1.54 0.887 F1 mg/Kg 3:� 56 2-Chloronaphthalene ND 1.54 1.25 mg/Kg 0 81 2-Chlorophenol ND F1 1.54 1.79 F1 mg/Kg 0 117 4-Chlorophenyl phenyl ether ND 1.54 1.44 mg/Kg 0- 94 Chrysene 0.026 J 1.54 1.38 mg/Kg 0- 88 Dibenz(a,h)anthracene 0.016 J 1.54 1.01 mg/Kg 0 65 Dibenzofuran ND 1.54 1.37 mg/Kg 0 89 Client Sample ID: B-10 Prep Type: Total/NA Prep Batch: 616303 %Rec. Limits 68 -120 65 -124 70 -114 67 -122 60-112 55 -111 69 -129 72 -131 68 -118 68 -127 65 -133 71 -129 65 -142 30 -150 65 -122 72 -131 69 -114 64 -110 62 -119 63 -120 64 -131 66 -115 Page 57 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 601 of 1060 QC Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 500-204356-6 MS Matrix: Solid Analysis Batch: 616422 Analyte Sample Result Sample Qualifier Spike Added MS Result MS Qualifier Unit D %Rec 1,2-Dichlorobenzene ND 1.54 0.956 mg/Kg 0 62 1,3-Dichlorobenzene ND F1 1.54 0.831 F1 mg/Kg 0- 54 1,4-Dichlorobenzene ND F1 1.54 0.876 F1 mg/Kg 0 57 3,3'-Dichlorobenzidine ND 1.54 1.15 mg/Kg 0 75 2,4-Dichlorophenol ND 1.54 1.53 mg/Kg -a 99 Diethyl phthalate ND 1.54 1.34 mg/Kg 0 87 2,4-Dimethylphenol ND 1.54 1.04 mg/Kg 0 68 Dimethyl phthalate ND 1.54 1.29 mg/Kg 0 84 Di-n-butyl phthalate ND 1.54 1.29 mg/Kg 0 84 4,6-Dinitro-2-methylphenol ND 3.07 1.16 mg/Kg 38 2,4-Dinitrophenol ND F1 3.07 ND F1 mg/Kg 0 0 2,4-Dinitrotoluene ND 1.54 1.43 mg/Kg 0 93 2,6-Dinitrotoluene ND 1.54 1.40 mg/Kg 0 91 Di-n-octyl phthalate ND 1.54 1.28 mg/Kg 0 83 Fluoranthene ND 1.54 1.31 mg/Kg 0 85 Fluorene ND 1.54 1.53 mg/Kg 0 100 Hexachlorobenzene ND 1.54 1.58 mg/Kg 0 103 Hexachlorobutadiene ND 1.54 0.964 mg/Kg 0 63 Hexachlorocyclopentadiene ND F1 1.54 ND F1 mg/Kg 3:� 0 Hexachloroethane ND F1 1.54 0.783 F1 mg/Kg 3:� 51 Indeno[1,2,3-cd]pyrene 0.019 J F1 1.54 0.967 F1 mg/Kg 0 62 Isophorone ND 1.54 1.30 mg/Kg 0 84 2-Methyl naphthalene ND 1.54 1.29 mg/Kg 0 84 2-Methylphenol ND 1.54 1.65 mg/Kg 0 107 3 & 4 Methylphenol ND 1.54 1.43 mg/Kg 0 93 Naphthalene ND 1.54 1.10 mg/Kg 0 71 2-Nitroaniline ND 1.54 1.34 mg/Kg 0 87 3-Nitroaniline ND 1.54 0.973 mg/Kg 0 63 4-Nitroaniline ND 1.54 1.23 mg/Kg 0 80 Nitrobenzene ND 1.54 1.22 mg/Kg 0 79 2-Nitrophenol ND 1.54 1.50 mg/Kg -a 98 4-Nitrophenol ND 3.07 2.59 mg/Kg 0 84 N-Nitrosodi-n-propylamine ND 1.54 1.46 mg/Kg 0 95 N-Nitrosodiphenylamine ND 1.54 1.19 mg/Kg 0 78 2,2'-oxybis[l-chloropropane] ND 1.54 0.792 mg/Kg 0 52 Pentachlorophenol ND 3.07 1.16 mg/Kg 0- 38 Phenanthrene 0.020 J 1.54 1.32 mg/Kg 0 85 Phenol ND 1.54 1.42 mg/Kg 0 92 Pyrene 0.015 J 1.54 1.41 mg/Kg 0 91 1,2,4-Trichlorobenzene ND 1.54 1.08 mg/Kg 0 70 2,4,5-Trichlorophenol ND 1.54 1.60 mg/Kg 0 104 2,4,6-Trichlorophenol ND 1.54 1.06 mg/Kg 0 69 MS MS Surrogate %Recovery Qualifier Limits 2-Fluorobiphenyl 89 43 - 145 2-Fluorophenol 115 31- 166 Nitrobenzene-d5 88 37 - 147 Phenol-d5 104 30 - 153 Job ID: 500-204356-1 Client Sample ID: B-10 Prep Type: Total/NA Prep Batch: 616303 %Rec. Limits 62 -110 60 -110 61 -110 35 -128 58 -120 58 -120 60 -110 69 -116 65 -120 10 -110 10-100 69 -124 70 -123 68 -134 62 -120 62 -120 63 -124 56 -120 10-133 60 -114 68 -130 55 -110 69-112 60 -120 57-120 63 -110 57 -124 40 -122 60 -160 60 -116 60 -120 30 -122 56 -118 65-112 40 -124 13 -112 62 -120 56 -122 61 -128 66 -117 50 -120 57 -120 Eurofins TestAmerica, Chicago Page 58 of 73 9/2/2021 Page 602 of 1060 QC Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 500-204356-6 MS Matrix: Solid Analysis Batch: 616422 MS MS Surrogate %Recovery Qualifier Limits Terphenyl-d 14 105 42 - 157 2,4,6-Tribromophenol 79 31- 143 Lab Sample ID: 500-204356-6 MSD Matrix: Solid Analysis Batch: 616422 Analyte Sample Result Sample Qualifier Spike Added MSD Result MSD Qualifier Unit D %Rec Acenaphthylene ND 1.53 1.31 mg/Kg 0 85 Acenaphthene ND 1.53 1.61 mg/Kg -a 105 Anthracene ND 1.53 1.33 mg/Kg -a 87 Benzo[a]anthracene 0.0092 J 1.53 1.42 mg/Kg 0 92 Bis(2-chloroethoxy)methane ND 1.53 1.33 mg/Kg 0 87 Bis(2-chloroethyl)ether ND 1.53 1.41 mg/Kg 0 92 Benzo[b]fluoranthene 0.024 J 1.53 1.46 mg/Kg 0 94 Bis(2-ethylhexyl) phthalate ND 1.53 1.52 mg/Kg 0 99 4-Bromophenyl phenyl ether ND 1.53 1.48 mg/Kg 0 97 Benzo[k]fluoranthene ND 1.53 1.78 mg/Kg 0 116 Benzo[a]pyrene ND 1.53 1.55 mg/Kg 0 101 Butyl benzyl phthalate ND 1.53 1.55 mg/Kg 0 101 Carbazole ND 1.53 1.32 mg/Kg 0 86 4-Chloroaniline ND 1.53 0.762 J mg/Kg 0 50 4-Chloro-3-methylphenol ND 1.53 1.68 mg/Kg 0 110 Benzo[g,h,i]perylene 0.028 J F1 1.53 0.887 F1 mg/Kg 0 56 2-Chloronaphthalene ND 1.53 1.29 mg/Kg 0 84 2-Chlorophenol ND F1 1.53 1.84 F1 mg/Kg 0 120 4-Chlorophenyl phenyl ether ND 1.53 1.40 mg/Kg 0 92 Chrysene 0.026 J 1.53 1.39 mg/Kg 0 89 Dibenz(a,h)anthracene 0.016 J 1.53 1.01 mg/Kg 0 65 Dibenzofuran ND 1.53 1.34 mg/Kg 0 87 1,2-Dichlorobenzene ND 1.53 1.09 mg/Kg 0 71 1,3-Dichlorobenzene ND F1 1.53 0.999 mg/Kg 0 65 1,4-Dichlorobenzene ND F1 1.53 1.07 mg/Kg 0 70 3,3'-Dichlorobenzidine ND 1.53 1.11 mg/Kg 0 72 2,4-Dichlorophenol ND 1.53 1.48 mg/Kg 0 97 Diethyl phthalate ND 1.53 1.28 mg/Kg 0 83 2,4-Dimethylphenol ND 1.53 1.16 mg/Kg -a 76 Dimethyl phthalate ND 1.53 1.31 mg/Kg 0 85 Di-n-butyl phthalate ND 1.53 1.29 mg/Kg 0 84 4,6-Dinitro-2-methylphenol ND 3.07 1.04 mg/Kg 3:� 34 2,4-Dinitrophenol ND F1 3.07 ND F1 mg/Kg 3:� 0 2,4-Dinitrotoluene ND 1.53 1.41 mg/Kg 0 92 2,6-Dinitrotoluene ND 1.53 1.46 mg/Kg 0 95 Di-n-octyl phthalate ND 1.53 1.17 mg/Kg 0 77 Fluoranthene ND 1.53 1.38 mg/Kg 0 90 Fluorene ND 1.53 1.42 mg/Kg 0 92 Hexachlorobenzene ND 1.53 1.49 mg/Kg 0 97 Hexachlorobutadiene ND 1.53 1.15 mg/Kg 0 75 Job ID: 500-204356-1 Client Sample ID: B-10 Prep Type: Total/NA Prep Batch: 616303 Client Sample ID: B-10 Prep Type: Total/NA Prep Batch: 616303 %Rec. RPD Limits RPD Limit 68 -120 1 30 65 -124 4 30 70 -114 2 30 67 -122 0 30 60 -112 0 30 55 -111 9 30 69 -129 2 30 72 -131 5 30 68 -118 2 30 68 -127 1 30 65 -133 0 30 71 -129 17 30 65 -142 3 30 30 -150 3 30 65 -122 26 30 72 -131 0 30 69 -114 3 30 64 -110 3 30 62 -119 2 30 63 -120 1 30 64 -131 0 30 66 -115 2 30 62 -110 13 30 60 -110 18 30 61 -110 20 30 35-128 4 30 58 -120 3 30 58 -120 5 30 60 -110 10 30 69 -116 1 30 65 -120 0 30 10 -110 10 30 10 -100 NC 30 69 -124 1 30 70 -123 5 30 68 -134 8 30 62 -120 5 30 62 -120 8 30 63 -124 6 30 56 -120 18 30 Page 59 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 603 of 1060 QC Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 500-204356-6 MSD Matrix: Solid Analysis Batch: 616422 Analyte Sample Result Sample Qualifier Spike Added MSD MSD Result Qualifier Unit D %Rec Hexachlorocyclopentadiene ND F1 1.53 ND F1 mg/Kg 0 0 Hexachloroethane ND F1 1.53 0.914 mg/Kg 0- 60 Indeno[1,2,3-cd]pyrene 0.019 J F1 1.53 0.962 F1 mg/Kg 0 61 Isophorone ND 1.53 1.23 mg/Kg 0 80 2-Methyl naphthalene ND 1.53 1.45 mg/Kg -a 95 2-Methylphenol ND 1.53 1.79 mg/Kg 0 116 3 & 4 Methylphenol ND 1.53 1.45 mg/Kg 0 95 Naphthalene ND 1.53 1.22 mg/Kg 0 80 2-Nitroaniline ND 1.53 1.46 mg/Kg 0 95 3-Nitroaniline ND 1.53 1.09 mg/Kg 71 4-Nitroaniline ND 1.53 1.15 mg/Kg 0 75 Nitrobenzene ND 1.53 1.17 mg/Kg 0 76 2-Nitrophenol ND 1.53 1.42 mg/Kg 0 93 4-Nitrophenol ND 3.07 2.76 mg/Kg 0 90 N-Nitrosodi-n-propylamine ND 1.53 1.54 mg/Kg 0 100 N-Nitrosodiphenylamine ND 1.53 1.34 mg/Kg 0 87 2,2'-oxybis[l-chloropropane] ND 1.53 0.891 mg/Kg 0 58 Pentachlorophenol ND 3.07 0.945 mg/Kg 0 31 Phenanthrene 0.020 J 1.53 1.32 mg/Kg 3:� 85 Phenol ND 1.53 1.49 mg/Kg 3:� 97 Pyrene 0.015 J 1.53 1.68 mg/Kg 0 108 1,2,4-Trichlorobenzene ND 1.53 1.16 mg/Kg 0 76 2,4,5-Trichlorophenol ND 1.53 1.51 mg/Kg 0 98 2,4,6-Trichlorophenol ND 1.53 1.17 mg/Kg 0 76 Surrogate MSD MSD %Recovery Qualifier Limits 2-Fluorobiphenyl 80 43 - 145 2-Fluorophenol 94 31- 166 Nitrobenzene-d5 76 37 - 147 Phenol-d5 96 30 - 153 Terphenyl-d 14 115 42 - 157 2,4,6-Tribromophenol 70 31- 143 Job ID: 500-204356-1 Client Sample ID: B-10 Prep Type: Total/NA Prep Batch: 616303 %Rec. RPD Limits RPD Limit 10 -133 NC 30 60-114 15 30 68 -130 1 30 55 -110 5 30 69 -112 12 30 60 -120 8 30 57-120 2 30 63 -110 11 30 57 -124 9 30 40 -122 12 30 60 -160 7 30 60 -116 4 30 60 -120 5 30 30 -122 6 30 56 -118 5 30 65 -112 12 30 40 -124 12 30 13 -112 20 30 62 -120 0 30 56 -122 5 30 61 -128 18 30 66 -117 8 30 50 -120 6 30 57-120 10 30 Method: 8081 B - Organochlorine Pesticides (GC) Lab Sample ID: MB 500-616559/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616547 Prep Batch: 616559 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Ald ri n ND 0.0017 0.0012 mg/Kg 08/30/21 17:28 08/31 /21 01:01 1 alpha-BHC ND 0.0017 0.00095 mg/Kg 08/30/21 17:28 08/31/2101:01 1 beta-BHC ND 0.0017 0.0014 mg/Kg 08/30/21 17:28 08/31 /21 01:01 1 cis -Chlordane ND 0.0017 0.00090 mg/Kg 08/30/21 17:28 08/31/2101:01 1 4,4'-DDD ND 0.0017 0.00091 mg/Kg 08/30/21 17:28 08/31/2101:01 1 4,4'-DDE ND 0.0017 0.00087 mg/Kg 08/30/21 17:28 08/31/2101:01 1 414'-DDT ND 0.0017 0.00080 mg/Kg 08/30/21 17:28 08/31/2101:01 1 delta-BHC ND 0.0017 0.00081 mg/Kg 08/30/21 17:28 08/31/2101:01 1 Dieldrin ND 0.0017 0.00088 mg/Kg 08/30/21 17:28 08/31/2101:01 1 Eurofins TestAmerica, Chicago Page 60 of 73 9/2/2021 Page 604 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8081 B - Organochlorine Pesticides (GC) (Continued) Lab Sample ID: MB 500-616559/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616547 Prep Batch: 616559 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Endosulfan I ND 0.0017 0.00091 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Endosulfan II ND 0.0017 0.00093 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Endosulfan sulfate ND 0.0017 0.00093 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Endrin ND 0.0017 0.00086 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Endrin aldehyde ND 0.0017 0.00096 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Endrin ketone ND 0.0017 0.00082 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 gamma-BHC (Lindane) ND 0.0017 0.00084 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Heptachlor ND 0.0017 0.00091 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Heptachlor epoxide ND 0.0017 0.00091 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Methoxychlor ND 0.0083 0.0011 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 Toxaphene ND 0.017 0.0067 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 trans -Chlordane ND 0.0017 0.00097 mg/Kg 08/30/21 17:28 08/31/21 01:01 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl 108 33 - 148 08130121 17:28 08131121 01:01 1 Tetrachloro-m-xylene 89 30 - 121 08130121 17:28 08131121 01:01 1 Lab Sample ID: LCS 500-616559/2-A Matrix: Solid Analysis Batch: 616547 Analyte Spike Added LCS LCS Result Qualifier Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 616559 %Rec. Unit D %Rec Limits Aldrin 0.0133 0.0109 mg/Kg 82 52 -122 alpha-BHC 0.0133 0.0111 mg/Kg 84 50 -123 beta-BHC 0.0133 0.0123 mg/Kg 92 44 -140 cis -Chlordane 0.0133 0.0115 mg/Kg 86 52 -129 4,4'-DDD 0.0133 0.0121 mg/Kg 91 47 -137 4,4'-DDE 0.0133 0.0116 mg/Kg 87 50 -130 474'-DDT 0.0133 0.00918 mg/Kg 69 46 -143 delta-BHC 0.0133 0.00934 mg/Kg 70 57 -125 Dieldrin 0.0133 0.0117 mg/Kg 88 51 -133 Endosulfan 1 0.0133 0.0114 mg/Kg 85 30 -120 Endosulfan II 0.0133 0.0123 mg/Kg 93 30 -120 Endosulfan sulfate 0.0133 0.0127 mg/Kg 95 42 -150 Endrin 0.0133 0.0119 mg/Kg 89 43 -144 Endrin aldehyde 0.0133 0.0122 mg/Kg 91 39 -131 Endrin ketone 0.0133 0.0122 mg/Kg 91 51 -135 gamma-BHC (Lindane) 0.0133 0.0114 mg/Kg 86 50 -122 Heptachlor 0.0133 0.0126 mg/Kg 95 53 -129 Heptachlor epoxide 0.0133 0.0117 mg/Kg 88 50 -139 Methoxychlor 0.0133 0.0125 mg/Kg 94 45 -144 trans -Chlordane 0.0133 0.0118 mg/Kg 89 52 -132 LCS LCS Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl 104 33 - 148 Tetrachloro-m-xylene 82 30 - 121 Eurofins TestAmerica, Chicago Page 61 of 73 9/2/2021 Page 605 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Lab Sample ID: MB 500-616559/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616579 Prep Batch: 616559 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB-1016 ND 0.017 0.0066 mg/Kg 08/30/21 17:28 08/31/2101:07 1 PCB-1221 ND 0.017 0.0066 mg/Kg 08/30/21 17:28 08/31/2101:07 1 PCB-1232 ND 0.017 0.0045 mg/Kg 08/30/21 17:28 08/31/2101:07 1 PCB-1242 ND 0.017 0.0065 mg/Kg 08/30/21 17:28 08/31/2101:07 1 PCB-1248 ND 0.017 0.0079 mg/Kg 08/30/21 17:28 08/31/2101:07 1 PCB-1254 ND 0.017 0.0057 mg/Kg 08/30/21 17:28 08/31/2101:07 1 PCB-1260 ND 0.017 0.0063 mg/Kg 08/30/21 17:28 08/31/2101:07 1 Polychlorinated biphenyls, Total ND 0.017 0.0045 mg/Kg 08/30/21 17:28 08/31/21 01:07 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 99 49 - 129 08130121 17:28 08131121 01:07 1 DCB Decachlorobiphenyl 123 S1+ 37 -121 08130121 17:28 08131121 01:07 1 Lab Sample ID: LCS 500-616559/3-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 616579 Prep Batch: 616559 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits PCB-1016 0.167 0.164 mg/Kg 99 57 -120 PCB-1260 0.167 0.191 mg/Kg 114 61 -125 LCS LCS Surrogate %Recovery Qualifier Limits Tetrachloro-m-xylene 103 49 - 129 DCB Decachlorobiphenyl 121 37 - 121 Method: 6010B - Metals (ICP) Lab Sample ID: MB 500-616902/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 617123 Prep Batch: 616902 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aluminum 13.4 J 20 8.2 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Antimony ND 2.0 0.39 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Arsenic ND 1.0 0.34 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Barium ND 1.0 0.11 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Beryllium ND 0.40 0.093 mg/Kg 09/01 /21 09:52 09/02/21 11:47 1 Cadmium 0.0667 J 0.20 0.036 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Calcium 23.8 20 3.4 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Chromium ND 1.0 0.50 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Cobalt ND 0.50 0.13 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Copper ND 1.0 0.28 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Iron 16.1 J 20 10 mg/Kg 09/01 /21 09:52 09/02/21 11:47 1 Lead ND 0.50 0.23 mg/Kg 09/01 /21 09:52 09/02/21 11:47 1 Magnesium 12.5 10 5.0 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Manganese 0.184 J 1.0 0.15 mg/Kg 09/01 /21 09:52 09/02/21 11:47 1 Nickel ND 1.0 0.29 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Potassium ND 50 18 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Eurofins TestAmerica, Chicago Page 62 of 73 9/2/2021 Page 606 of 1060 QC Sample Results Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Method: 6010B - Metals (ICP) (Continued) Lab Sample ID: MB 500-616902/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 617123 Prep Batch: 616902 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Selenium ND 1.0 0.59 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Silver ND 0.50 0.13 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Sodium ND 100 15 mg/Kg 09/01 /21 09:52 09/02/21 11:47 1 Thallium ND 1.0 0.50 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Vanadium ND 0.50 0.12 mg/Kg 09/01 /21 09:52 09/02/21 11:47 1 Zinc ND 2.0 0.88 mg/Kg 09/01/2109:52 09/02/21 11:47 1 Lab Sample ID: LCS 500-616902/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 617123 Prep Batch: 616902 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Aluminum 200 214 mg/Kg 107 80 -120 Antimony 50.0 49.7 mg/Kg 99 80 -120 Arsenic 10.0 9.31 mg/Kg 93 80 -120 Barium 200 197 mg/Kg 99 80 -120 Beryllium 5.00 4.64 mg/Kg 93 80 -120 Cadmium 5.00 4.63 mg/Kg 93 80 -120 Calcium 1000 962 mg/Kg 96 80 -120 Chromium 20.0 19.2 mg/Kg 96 80 - 120 Cobalt 50.0 48.5 mg/Kg 97 80 -120 Copper 25.0 25.0 mg/Kg 100 80 -120 Iron 100 113 mg/Kg 113 80 -120 Lead 10.0 9.23 mg/Kg 92 80 -120 Magnesium 1000 938 mg/Kg 94 80 -120 Manganese 50.0 46.1 mg/Kg 92 80 -120 Nickel 50.0 48.7 mg/Kg 97 80 -120 Potassium 1000 994 mg/Kg 99 80 -120 Selenium 10.0 8.85 mg/Kg 88 80 -120 Silver 5.00 4.57 mg/Kg 91 80 -120 Sodium 1000 999 mg/Kg 100 80 -120 Thallium 10.0 9.16 mg/Kg 92 80 -120 Vanadium 50.0 49.4 mg/Kg 99 80 -120 Zinc 50.0 47.8 mg/Kg 96 80 -120 Method: 7471 B - Mercury (CVAA) Lab Sample ID: MB 500-616703/12-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 616909 Prep Batch: 616703 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury ND 0.017 0.0056 mg/Kg 08/31/2114:25 09/01/2108:32 1 Lab Sample ID: LCS 500-616703/13-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 616909 Prep Batch: 616703 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Mercury 0.167 0.171 mg/Kg 103 80 -120 Eurofins TestAmerica, Chicago Page 63 of 73 9/2/2021 Page 607 of 1060 QC Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Method: 9012B - Cyanide, Total andor Amenable Lab Sample ID: MB 500-617081/1-A Matrix: Solid Analysis Batch: 617124 MB MB Analyte Result Qualifier Cyanide, Total ND Lab Sample ID: HLCS 500-617081/2-A Matrix: Solid Analysis Batch: 617124 Analyte Cyanide, Total Lab Sample ID: LCS 500-617081/3-A Matrix: Solid Analysis Batch: 617124 Analyte Cyanide, Total Lab Sample ID: LLCS 500-617081/4-A Matrix: Solid Analysis Batch: 617124 Analyte Cyanide, Total Method: 9045D - pH Lab Sample ID: 500-204356-1 DU Matrix: Solid Analysis Batch: 616867 Sample Sample Analyte Result Qualifier pH 7.6 Job ID: 500-204356-1 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 617081 RL MDL Unit D Prepared Analyzed Dil Fac 0.23 0.11 mg/Kg 09/02/21 10:35 09/02/21 12:24 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 617081 Spike HLCS HLCS %Rec. Added Result Qualifier Unit D %Rec Limits 11.2 11.1 mg/Kg 99 90 -110 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 617081 Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 2.28 2.24 mg/Kg 98 85 -115 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 617081 Spike LLCS LLCS %Rec. Added Result Qualifier Unit D %Rec Limits 1.07 1.11 mg/Kg 104 75 -125 DU DU Result Qualifier Unit 7.7 SU Client Sample ID: B-1 Prep Type: Total/NA RPD D RPD Limit 0.7 Page 64 of 73 Eurofins TestAmerica, Chicago 9/2/2021 Page 608 of 1060 Lab Chronicle Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-1 Lab Sample ID: 500-204356-1 Date Collected: 08/25/21 08:00 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:31 SMO TAL CHI Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Client Sample ID: B-1 Lab Sample ID: 500-204356-1 Date Collected: 08/25/21 08:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 87.6 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616093 08/25/21 08:00 WRE TAL CHI Total/NA Analysis 8260B 50 616628 08/31/21 11:55 JLC TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 17:45 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI IIIIIIIIIII IIIII Total/NA Analysis 6010B 1 617123 09/02/21 12:53 JJB TAL CHI IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII Client Sample ID: B-5 Lab Sample ID: 500-204356-2 Date Collected: 08/25/21 08:50 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:36 SMO TAL CHI Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Client Sample ID: B-5 Lab Sample ID: 500-204356-2 Date Collected: 08/25/21 08:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 84.7 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616093 08/25/21 08:50 WRE TAL CHI Total/NA Analysis 8260B 50 616830 09/01/21 13:12 JLC TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 13:42 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 12:57 JJB TAL CHI Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:39 SMO TAL CHI Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Eurofins TestAmerica, Chicago Page 65 of 73 9/2/2021 Page 609 of 1060 Lab Chronicle Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 82.3 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616101 08/26/21 19:02 WRE TAL CHI Total/NA Analysis 8260B 1 616485 08/30/21 21:15 PMF TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 14:06 SS TAL CHI Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8081 B 1 616547 08/31/21 08:18 PJ 1 TAL CH Total/NA Prep 3541 DL 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8081 B DL 5 616781 08/31/21 23:28 P,11 TAL CH Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8082A 1 616579 08/31/21 08:19 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:00 JJB TAL CHI Total/NA Prep 7471 B 616703 08/31/21 14:25 MJG TAL CHI Total/NA Analysis 7471 B 1 616909 09/01/21 09:22 MJG TAL CHI Total/NA Prep 9010C 617081 09/02/21 10:35 PSP TAL CHI Total/NA Analysis 9012B 1 617124 09/02/21 12:39 SB TAL CHI Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:41 SMO TAL CHI Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 86.1 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616101 08/26/21 19:02 WRE TAL CHI Total/NA Analysis 8260B 1 616485 08/30/21 21:40 PMF TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616645 08/31/21 10:53 EF TAL CHI Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8081 B 1 616547 08/31/21 03:48 P,11 TAL CH Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8082A 1 616579 08/31/21 03:41 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:03 JJB TAL CHI Total/NA Prep 7471 B 616703 08/31/21 14:25 MJG TAL CHI Total/NA Analysis 7471 B 1 616909 09/01/21 09:24 MJG TAL CHI Total/NA Prep 9010C 617081 09/02/21 10:35 PSP TAL CHI Total/NA Analysis 9012B 1 617124 09/02/21 12:44 SB TAL CHI Eurofins TestAmerica, Chicago Page 66 of 73 9/2/2021 Page 610 of 1060 Lab Chronicle Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-9 Lab Sample ID: 500-204356-5 Date Collected: 08/25/21 11:00 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Client Sample ID: B-9 Lab Sample ID: 500-204356-5 Date Collected: 08/25/21 11:00 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.2 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616093 08/25/21 11:00 WRE TAL CHI Total/NA Analysis 8260B 50 616628 08/31/21 12:39 JLC TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 14:31 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:06 JJB TAL CHI IIIIIIIIIII IIIII Client Sample ID: B-10 Lab Sample ID: 500-204356-6 IIIIIIII IIIIIIIIIIIIIIIIIIIIIIII Date Collected: 08/25/21 11:10 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:46 SMO TAL CHI Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Date Collected: 08/25/21 11:10 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 85.6 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616101 08/26/21 19:02 WRE TAL CHI Total/NA Analysis 8260B 1 616485 08/30/21 22:05 PMF TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616645 08/31/21 12:26 EF TAL CHI Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8081 B 1 616547 08/31/21 04:08 PJ 1 TAL CH Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8082A 1 616579 08/31/21 03:57 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:09 JJB TAL CHI Total/NA Prep 7471 B 616703 08/31/21 14:25 MJG TAL CHI Total/NA Analysis 7471 B 1 616909 09/01/21 09:25 MJG TAL CHI Total/NA Prep 9010C 617081 09/02/21 10:35 PSP TAL CHI Total/NA Analysis 9012B 1 617124 09/02/21 12:46 SB TAL CHI Eurofins TestAmerica, Chicago Page 67 of 73 9/2/2021 Page 611 of 1060 Lab Chronicle Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-11 Lab Sample ID: 500-204356-7 Date Collected: 08/25/21 12:15 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis Moisture 1 616519 08/30/21 15:19 LWN TAL CHI Client Sample ID: B-11 Lab Sample ID: 500-204356-7 Date Collected: 08/25/21 12:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 83.3 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616093 08/25/21 12:15 WRE TAL CHI Total/NA Analysis 8260B 50 616628 08/31/21 13:01 JLC TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 15:43 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:13 JJB TAL CHI IIIIIIIIIII IIIII Client Sample ID: B-12 Lab Sample ID: 500-204356-8 IIIIIIII IIIIIIIIIIIIIIIIIIIIIIII Date Collected: 08/25/21 12:30 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis Moisture 1 616539 08/30/21 16:19 LWN TAL CHI Client Sample ID: B-12 Lab Sample ID: 500-204356-8 Date Collected: 08/25/21 12:30 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 84.3 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616093 08/25/21 12:30 WRE TAL CHI Total/NA Analysis 8260B 50 616628 08/31/21 13:23 JLC TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 16:08 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:16 JJB TAL CHI Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Date Collected: 08/25/21 12:50 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:54 SMO TAL CHI Total/NA Analysis Moisture 1 616539 08/30/21 16:19 LWN TAL CHI Eurofins TestAmerica, Chicago Page 68 of 73 9/2/2021 Page 612 of 1060 Lab Chronicle Client: ECS Midwest LLC Job ID: 500-204356-1 Project/Site: Cloud HQ (53:2861-B) Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Date Collected: 08/25/21 12:50 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.4 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616101 08/26/21 19:02 WRE TAL CHI Total/NA Analysis 8260B 1 616485 08/30/21 22:31 PMF TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 16:32 SS TAL CHI Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8081 B 1 616547 08/31/21 04:29 PJ 1 TAL CH Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8082A 1 616579 08/31/21 04:12 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:26 JJB TAL CHI Total/NA Prep 7471 B 616703 08/31/21 14:25 MJG TAL CHI Total/NA Analysis 7471 B 1 616909 09/01/21 09:27 MJG TAL CHI Total/NA Prep 9010C 617081 09/02/21 10:35 PSP TAL CHI Total/NA Analysis 9012B 1 617124 09/02/21 12:48 SB TAL CHI Client Sample ID: B-17 Lab Sample ID: 500-204356-10 Date Collected: 08/25/21 13:40 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 16:59 SMO TAL CHI Total/NA Analysis Moisture 1 616539 08/30/21 16:19 LWN TAL CHI Client Sample ID: B-17 Lab Sample ID: 500-204356-10 Date Collected: 08/25/21 13:40 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 80.8 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616101 08/26/21 19:02 WRE TAL CHI Total/NA Analysis 8260B 1 616485 08/30/21 22:56 PMF TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616422 08/30/21 16:56 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:29 JJB TAL CHI Total/NA Prep 7471 B 616703 08/31/21 14:25 MJG TAL CHI Total/NA Analysis 7471 B 1 616909 09/01/21 09:29 MJG TAL CHI Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Date Collected: 08/25/21 14:15 Matrix: Solid Date Received: 08/26/21 12:50 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Analysis 9045D 1 616867 08/31/21 17:02 SMO TAL CHI Total/NA Analysis Moisture 1 616539 08/30/21 16:19 LWN TAL CHI Eurofins TestAmerica, Chicago Page 69 of 73 9/2/2021 Page 613 of 1060 Lab Chronicle Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-1 Client Sample ID: B-18 Lab Sample ID: 500-204356-11 Date Collected: 08/25/21 14:15 Matrix: Solid Date Received: 08/26/21 12:50 Percent Solids: 78.0 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 616101 08/26/21 19:02 WRE TAL CHI Total/NA Analysis 8260B 1 616485 08/30/21 23:22 PMF TAL CHI Total/NA Prep 3541 616303 08/27/21 17:53 ACK TAL CHI Total/NA Analysis 8270D 1 616645 08/31/21 12:49 EF TAL CHI Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8081 B 1 616547 08/31/21 04:50 PJ 1 TAL CH Total/NA Prep 3541 616559 08/30/21 17:28 JP1 TAL CHI Total/NA Analysis 8082A 1 616579 08/31/21 04:28 SS TAL CHI Total/NA Prep 3050B 616902 09/01/21 09:52 BDE TAL CHI Total/NA Analysis 6010B 1 617123 09/02/21 13:32 JJB TAL CHI Total/NA Prep 7471 B 616703 08/31/21 14:25 MJG TAL CHI Total/NA Analysis 7471 B 1 616909 09/01/21 09:35 MJG TAL CHI Total/NA Prep 9010C 617081 09/02/21 10:35 PSP TAL CHI Total/NA Analysis 9012B 1 617124 09/02/21 12:49 SB TAL CHI Laboratory References: TAL CHI = Eurofins TestAmerica, Chicago, 2417 Bond Street, University Park, IL 60484, TEL (708)534-5200 Eurofins TestAmerica, Chicago Page 70 of 73 9/2/2021 Page 614 of 1060 Accreditation/Certification Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Laboratory: Eurofins TestAmerica, Chicago The accreditations/certifications listed below are applicable to this report. Authority Illinois Program NELAP Job ID: 500-204356-1 Identification Number Expiration Date L00035 04-29-22 Eurofins TestAmerica, Chicago Page 71 of 73 9/2/2021 Page 615 of 1060 IIIIIIII U G � C3 Lo (D O �. E 9E E z 0 0 Z �`3 5 " CD E ' ili ❑ © Loc"i L.3 cn o � CL 0 0 o y o C U U VNd x318 Hd to m SpjueA3/s qeW jd.L j83d WO 0 SOOAS v v a 930A 4 •fir.L-, 0 v ... E E tin t0 t0n c0 v0 to t0 t© 0 0 ❑ � N M M M rat ra �cs Cma cv + Fw ca CD o CL x N 0 F- ,v � _CL a. CL ,x LLI 0 0 0 U U z m w L w .— z rn _ t if m az co en G ; �� U 3' '� C] CL C rot Cif � C�7 = is ' � C T J N (� - 0 � � �� U M [ 7 N CO 0 U � � � ��., '�"i •t:! CI L1w 09 0 r O �O O� N p (NCO CDT - CD N Login Sample Receipt Checklist Client: ECS Midwest LLC Job Number: 500-204356-1 Login Number: 204356 List Number: 1 Creator: James, Jeff A Question List Source: Eurofins TestAmerica, Chicago Answer Comment Radioactivity wasn't checked or is </= background as measured by a survey True meter. The cooler's custody seal, if present, is intact. True Sample custody seals, if present, are intact. True The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True 0.8 COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time (excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. True There is sufficient vol. for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is N/A <6mm (1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A Eurofins TestAmerica, Chicago Page 73 of 73 9/2/2021 Page 617 of 1060 IIN p � PRO' The E5 IX 2 e a am Visit usat: Attn: Mike McGee Authorized for release by 9122120213:02:01 PM Jim Knapp, Project Manager 11 (630)758-0262 ,.Iirn �Kin a �F.') p @ u irofi �in Set co�i�T'i ............... The test results in this report meet all 2003 NELAC, 2009 TNI, and 2016 TNI requirements for accredited parameters, exceptions are noted in this report. This report may not be reproduced except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Results relate only to the items tested and the sample(s) as received by the laboratory. Page 618 of 1060 Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Laboratory Job ID: 500-204356-2 Table of Contents Cover Page .............................................. � Table of Contents ........................................ 2 Case Narrative .......................................... 3 Detection Summary ........................................ 4 Method Summary ......................................... 5 Sample Summary ....................................... . . 6 Client Sample Results ...................................... 7 Definitions ............................................... 12 QC Association ........................................... 13 QC Sample Results ........................................ 14 Chronicle................................................ 15 Certification Summary .................................... 16 Chain of Custody ........................................ 17 Receipt Checklists ......................................... 1$ Page 2 of 18 Eurofins TestAmerica, Chicago 9/22/2021 Page 619 of 1060 Case Narrative Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-2 Laboratory: Eurofins TestAmerica, Chicago Narrative Job Narrative 500-204356-2 Comments No additional comments. Job ID: 500-204356-2 Receipt The samples were received on 8/26/2021 12:50 PM. Unless otherwise noted below, the samples arrived in good condition, and where required, properly preserved and on ice. The temperature of the cooler at receipt was 0.81 C. Metals Method 6010B: The laboratory control sample (LCS) for preparation batch 500-619217 and 500-619476 and analytical batch 500-619756 recovered outside control limits for the following analytes: <AffectedAnalytes>. These analytes were biased high in the LCS and were below the reporting limit in the associated samples; therefore, the data have been reported. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Eurofins TestAmerica, Chicago Page 3 of 18 9/22/2021 Page 620 of 1060 Detection Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-2 Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Iron Aluminum Cobalt 3.2 4.1 0.024 J 0.20 0.20 0.025 0.20 0.20 0.010 mg/L mg/L mg/L 1 6010B TCLP 1 6010B TCLP IIIIIIII 1 6010B TCLP Client Sample ID: B-7 Lab Sample ID: 500-204356-4 No Detections. Client Sample ID: B-10 Lab Sample ID: 500-204356-6 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Zinc 0.037 J B *+ 0.10 0.020 mg/L 1 6010B TCLP Client Sample ID: B-15 Lab Sample ID: 500-204356-9 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Iron Aluminum Manganese 0.33 0.25 0.83 0.20 0.20 0.025 0.20 0.20 0.010 mg/L mg/L mg/L 1 6010B TCLP 1 6010B TCLP 1 6010B TCLP Client Sample ID: B-18 Lab Sample ID: 500-204356-11 No Detections. This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Chicago Page 4 of 18 9/22/2021 Page 621 of 1060 Method Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-2 Method Method Description Protocol Laboratory 6010B Metals (ICP) SW846 TAL CHI 1311 TCLP Extraction SW846 TAL CHI 3010A Preparation, Total Metals SW846 TAL CHI Protocol References: SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL CHI = Eurofins TestAmerica, Chicago, 2417 Bond Street, University Park, IL 60484, TEL (708)534-5200 Eurofins TestAmerica, Chicago Page 5 of 18 9/22/2021 Page 622 of 1060 Sample Summary Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Lab Sample ID Client Sample ID Matrix Collected Received 500-204356-3 B-6 Solid 08/25/21 10:00 08/26/21 12:50 500-204356-4 B-7 Solid 08/25/21 10:35 08/26/21 12:50 500-204356-6 B-10 Solid 08/25/2111:10 08/26/21 12:50 500-204356-9 B-15 Solid 08/25/21 12:50 08/26/21 12:50 500-204356-11 B-18 Solid 08/25/21 14:15 08/26/21 12:50 Job ID: 500-204356-2 Page 6 of 18 Eurofins TestAmerica,g��2021 Page 623 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-2 Client Sample ID: B-6 Lab Sample ID: 500-204356-3 Date Collected: 08/25/21 10:00 Matrix: Solid Date Received: 08/26/21 12:50 Method: 6010B - Metals (ICP) - TCLP Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Iron 3.2 0.20 0.20 mg/L 09/21 /21 07:39 09/21 /21 20:41 1 Aluminum 4.1 0.20 0.20 mg/L 09/21 /21 07:39 09/21 /21 20:41 1 Cobalt 0.024 J 0.025 0.010 mg/L 09/21 /21 07:39 09/21 /21 20:41 1 Eurofins TestAmerica, Chicago Page 7 of 18 9/22/2021 Page 624 of 1060 Client Sample Results Client: ECS Midwest LLC Project/Site: Cloud HQ (53:2861-B) Job ID: 500-204356-2 Client Sample ID: B-7 Lab Sample ID: 500-204356-4 Date Collected: 08/25/21 10:35 Matrix: Solid Date Received: 08/26/21 12:50 Method: 6010B - Metals (ICP) - TCLP Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Iron ND 0.20 0.20 mg/L 09/21 /21 07:39 09/21 /21 20:45 1 Aluminum ND 0.20 0.20 mg/L 09/21/2107:39 09/21/2120:45 1 Cobalt ND 0.025 0.010 mg/L 09/21 /21 07:39 09/21 /21 20:45 1 Eurofins TestAmerica, Chicago Page 8 of 18 9/22/2021 Page 625 of 1060