HomeMy WebLinkAbout8.1 Motion to waive the rule requiring two readings of an ordinance and adopt an ORDINANCE AMENDING ORDINANCE NO. 6634 GRANTING A CONDITIONAL USE FOR A PLANNED UNIT DEVELOPMENT AND A FINAL PLAT OF SUBDIVISION FOR THE PROPERTY COMMONLY KNOWN AS THE MOUNT Pr�
Item Cover Page
Subject Motion to waive the rule requiring two readings of an
ordinance and adopt an ORDINANCE AMENDING ORDINANCE
NO. 6634 GRANTING A CONDITIONAL USE FOR A PLANNED
UNIT DEVELOPMENT AND A FINAL PLAT OF SUBDIVISION FOR
THE PROPERTY COMMONLY KNOWN AS THE MOUNT PROSPECT
TECHNOLOGY CAMPUS LOCATED AT 1200 EAST ALGONQUIN
ROAD AND 1200 DEMPSTER STREET, MOUNT PROSPECT,
ILLINOIS (PZ-21-25)
Meeting October 28, 2025 - SPECIAL MEETING - AMENDED 10-27-2028 OF
THE MOUNT PROSPECT VILLAGE BOARD
Fiscal Impact (Y/N)
Dollar Amount
Budget Source
Category
Type
Information
1►1
NEW BUSINESS
Action Item
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
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 (r%.41.3 million SF) and ORD2 (N872,000 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 ("$800,000) - 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
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.
Ongoing Testing and Maintenance of the Generators: The attached ordinance will
condition the project so that the routine testing and maintenance of the generators will comply
with the noise limitations set forth in the zoning code, and shall only occur during the daytime
hours between 7:00 a.m. and 7:00 p.m., Monday through Saturday, excluding Sundars and
Village -recognized holidays. The attached ordinance will also restrict the operation of the
generators such that no more than three (3) installed generators operate simultaneously for
routine testing or maintenance purposes, unless other approved by the Village Manager. The
project will be governed by state and federal EPA guidelines, which cap generator annual
operating hours to 100 hours.
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: At the October 23, 2025, Planning & Zoning Commission meeting, a
resident to the north of the proposed development, expressed concern about the project's
impact on his electric bill and whether the existing power grid has sufficient capacity to serve
the development. A representative of ComEd responded that costs would be recovered
through the business customer category serving large -load users and would not impact
residential customers, and confirmed that ComEd has adequate capacity to accommodate the
project.
Planning and Zoning Commission: At the Planning and Zoning Commission meeting on
October 23, 2025, the Commission recommended approval of the request by a unanimous
vote of 4-0 of the commissioners present.
Waive Second Reading: The Petitioner is requesting that the Village Board waive the second
reading and take final action at the October 28, 2025 meeting.
Alternatives
1. Approve 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.
2. Approve a plat of dedication prepared by Gewalt Hamilton Associates, Inc., and dated
10/07/2025, dedicating land to the Illinois Department of Transportation (IDOT) for
public sidewalks, subject to the condition listed in the attached ordinance.
3. Approve a plat of dedication prepared by Gewalt Hamilton Associates, Inc., and dated
10/09/2025, dedicating land to the Cook County Department of Transportation and
Highways for public sidewalks, subject to the condition listed in the attached ordinance.
4. Approve 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
approximately 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 approved plans, subject to the
conditions listed in the attached ordinance.
5. Action at the discretion of the Village Board.
Staff Recommendation
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.
2. A plat of dedication prepared by Gewalt Hamilton Associates, Inc., and dated
10/07/2025, dedicating land to the Illinois Department of Transportation (IDOT) for
public sidewalks, subject to the condition listed in the attached ordinance.
3. A plat of dedication prepared by Gewalt Hamilton Associates, Inc., and dated
10/09/2025, dedicating land to the Cook County Department of Transportation and
Highways for public sidewalks, subject to the condition listed in the attached ordinance.
4. 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 approximately
21172,000 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 approved plans, subject to the conditions listed in attached
ordinance.
Attachments
1. PZ-21-25 Plans
2. PZ-21-25 Final Plats
3. PZ-21-25 Staff Report
4.
PZ-21-25
Administrative Content
5.
PZ-21-25
Request to Waive Second Reading
6.
PZ-21-25
Technical Reports
7.
PZ-21-25
village Review Letter (10. 17.2025)
8.
PZ-21-25
Meeting Minutes
9.
PZ-21-25 Ordinance redlined
10.
PZ-21-25 Ordinance clean
w o
0 e •O
a_
w
z
w
W
o°DZ
m
Q
w
�
0
Q\=oz
m
D
w
Q
w
�c=n�w�
m
>
m
>
m
Q
U
-1
U
o
U
G
z
W
(D
J
0
W
y
O
a
O
a
ry
Q
p
Q
p
Z
Z
D
O
m
0
m
Z
z
~
0
:2
:2
�
W
J
W
>
W
>
a-D
p
Q
a
Q
a-
ll�
DU)
p
DD
pp
O
Z
W
p0
�0
QZ
0cf)
�Z
X
O
c):f
Q D
W~
olf
0E--
W
m
=m
zm
Z
W
12
W
>
Q
a_
Q
W
p
U
U
m
Z
W
12
W
Q
a_
U
U
m
J
Q
W
p
cn
U
U
m
(n
(n
Q
J
U
a_
Orf
a_
Of
W
Z
0
CIO
Of
0
�1
Q
cD
LLJ ry
Z 0
Q 0
Z
0
in m
('
W
W
Q
p Z
Q (n
Z
�
�
D
I �
Q � m
Q
C�
C�
Um
W .
3:
46
C�3
LU (U)
Q(npW
QN
(n of-
W
-J
m
m
of
mp
ofW
(n
Q p
CD W
C' Q
�
p�
U J
U W
�O
CCU
OWE
O��
U
�
N�
�U
N�
�a-
CD
Q I
W Q
m�z
W
p
CO o
m�
CO 0
m�
b v V
._ems..
I O
� Q V
I oo
D
U
Q
U)
z
W
WLLJ
� U
Q Z
LLJ
a- LL-
W
W
p
W
0
a_
0
m
NO
� �
co(n
�
rrjLoLo
O (C)
(D
(D
O
_
Z
Z Z
Z
w �
w (D G)
,zaLO�w^w
�w XQ
0 Lo
0_
0 Q:f (D r� 00 �0
-J � cn� co
m zg> .
Q
z _z-
L L L
W W W
EE E V V V
O O O m m m >*% >41 >41
U U U
� CN CO qt LO QD r4k4ft CO CD
0
z
ry
Q Q
Z D �
O O LLJ
m mzF-- LLJ zLLJ w
O :2 12 >
� J W W �
LLJ 0 Q Q
O D a a- Q z \
m �LLJ
U) DC()
0 D D D D LLJ > LLJ
U LLJ 00 O > > L
z O >-z Q z OfQ c
a- >:212
O QD D:fD U U C
X Q:� LLJ F-- OF-- U U C
Lu m =m zm m m c
I a
I b v V•
I a• .
to
v D
"J
-
a D Q
•v
v D
a
a
34
v a
•D
a
WPCa
V�•
W
'
a
D
a D
a
a
• D a
v a•. v '.
Q.D
Q
J
a
x a Q. . D v •
o a
a
w
Qz
LAI
m
w
����
:• �
m m m�
m m
Z W �
kz
Ljj
Z
_—
m
W
J
w
00
Z W
w
V
•, %, � m m m
m � m m
m
Imm
• m
m
m mm m m m
Cjj
a w
o
13SCii �38
NFI un
I
v
Q Q
3
Q
Z
W
W
v
Z
o
j
o
to
H
I
m
I
Jill IMIUM11,10"I'mm-
0
0
0
^,
0
0
0
11
..,....,
0
0
0
0
a�
00,
.400
*01
MMI
2
U
0 n
W
Q cn cn Q
J W ry
0 a_ > 0 �
Z W W W W 0
W
LU
> W (n W
W D C'
1 O z
W (n Z p p p D W
O p Q
m m Q o ch Of
UL,J p of 0 m of � Of of U U
Z W � D D
�� � F to cn Q U U U U w w
O � 0 U � W � �
m0 O z mo Q w N
OO-1 Of O F-- p J 3: > w (D (D (D (D Q Q
F--Il- m U cn (n cn (n O 0 m m m m m m
QQ
I �
O
O
Q I
.eOl
� . o �. ,� 0
-eOOO 9
1
�o 0
o
�
�
40�
o0z
. . .............
1
V
000 0
0 0
t
61. o
. o ,�_,
won
..........
0i
Cl
co
co
N
LJ
Lid
Q)
......... .
........... .
. .... .. . ................... . . . ..... . .....
............. . ..... . . . . .... . ...
C-41
...........
��
� �
6 1� . g 0
6 12 6
Hill QQ
•
9� ..... . .......
. .......... . . . ...... .................. ................ .
C�1111
.. . . ..... ....
... . ................ ................ ........ . . ......
. ... .......... . . .... . . ............ . m. . . . ......
o
Hill
'1114
(
Hill
Hill
QQ
x
..........
<Hill
A6 a
1
I
I
�
I
I
I
I
I
I
I
I
I
7, -r,6 S01
Cg*lZg
I
I
I
I
I
I
0o
I
I
I
I
I
I
7,f�6)f Jl 99
VZ9
I
I
I
7, P,i� '90PI 0
L9
I
I
•
o
I
I
I
O
o
�LF)
I
O
W �
o
�
�.
Z W
I
I
I
N
0
N
0
LO O LO O LO O
co co I� Cfl
CD Co Co Co Co Co
I
\
v`
\
\
\
\
\
\
\
7,-ry6'S0l
5'lL9
\
\
\
7, f,6 *P Opl 99
VZ9
7, P,i� '90PI 0
L9
o
I
O
W
o
�LF)
I
N
WN
�
Q
N
Is:
0
N
LO O LO O LO O
co co I� (0 C0
(0 (0 Cfl co co co
I
O
I
I
I
O
I
I
7, f�6 '901 JZ
I
VZ9
7, Pi�'L0I j�Z
ZL9
I
I
I
I
I
o I
7, Pi� '90PI 0*
L9
I
I
I
I
I
0
o
I
W
N
p
71c- ..
N
I
0
N
LO O LO O LO O
co co I� (0 C0
(0 (0 Cfl co co co
I
I
I
I
I
I
I
I
\
\
\
7, 61 -eel
69 VZ9
\
7, 69 '�'Z1 1 J
'ZL9
\
1
N
I
0
N
LO O LO O LO O
co co I� Cfl
CD Co Co Co Co Co
�
Z
I
� Q
kla
VQW
I
o
I
NV),LZ
00'S'S' 9f*'
I
L9
to
�1
00 'L0, SZ'ZZ9
1
I
I
I
I
I
I
I
I
I
LI
I
I
I
I
I
� I
V I
orf I
w I
~
I
aI
�I
W
of
I
I
O Ln O Ln O
DO I� C0 Cfl
CD Cfl co Cfl Cfl
9
O
N
O
Ln
Ln
Cfl
0
0
Q
A, '69 05'699
O
I
I
�
'0,9 '699
8, Z
6 OL
3ON3J
I
Qr,
�I
&, 0
*99 091699
I
of
&,
00 'Lf, 99'699
I
I
I
I
I
I
Ll
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
O Ln O Ln O
co I� I� CD Cfl
Cfl co Cfl Cfl co
O
N
0
LO
I
I
N
O Ln O Ln O
DO I� C0 (0
0
LO
wo
am
I
I
I
O Ln O Ln O
DO I� C0 (0
I
I
I
O Ln O Ln O
DO I� C0 (0
I
I
I
O Ln O Ln O
DO I� C0 (0
I
I
I
I
I
I
I
700
'Z9 �'Z'699
0
7,
00 '99 6Z'699
I
I
O
O W�
I
o�w
O
I
I
I
I
I
I
I
I
I
1
O Ln O Ln O
00 I� I� Co Co
Co Co Co Co Co
0
N
Ln-
LI
Co
Na. W Z
30J
a
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
l
v
Qc
I
N
6(t95,
'OL9
&,f9o*9
Ll flL9 kft
0
90 -P
'Y 90 r 00 '+L9
l
S
I
I
LO O LO O LO
DO 00 I� I� Co
Co Co Co Co Co
0
N
0
0
0
oN
0
N
OI
Co
Co
Q
N
N W Z
0. WO.i
a
Na. W Z
30J
a
1
1
b;LL'9Zl
1
Lf"lL9
ZI,LZ SZ lig,lzg
ry�
t1,L6
68 S'L9
5'Z'9L9
�
5Z'9L9
LO O LO O LO
DO 00 I� I� Co
Co Co Co Co Co
0
N
0
0
0
ON
0
N
OI
Co
Co
a
V)
N W Z
0. �OJ
a
b;99'
f� 9)� OL�
b;Sl *9P,
06 OL9I
b;ZO 6'F f'P'
L9 �
1
1
1
1
5'0 S'L9
�
50'SL9
1
LO O LO O LO
OO OO I� I� Co
Co Co Co Co Co
0
N
0
00
o(0
O
N
0
N
OI
Co
Co
Q
N
W W
Z � J
i
i
i
i
i
i
i
i
8,66 *J1
00L9
a
b; 66 Z f Z f'L
�
OZ "rL9
LO O LO O LO
co 00 I� I� Cfl
CD co co CD co
0
N
H
•
oN
0
N
OI
C0
co
Q
N
N W Z
0. �OJ
a
INNINNINIMM
111m////O//////////////% 11110111mm
lI=ICF1l0elNllwffw
\I�
Irl MD
MD MD
c
�" ° � � Q �
�
UD ib
III
Waco
zo�?3
Q O
Crrc-)O o
Mz 06 7-
Q- 13S
A
O
O
. .. . .. .
. . . .... .
O
Q6- C)
•
O
O
O
... . .. . . .O
06
O.
74,
III
"'At
O
PO
W
Lo
O
H
O
Z
wor_
of
Q
�
�
W
3:
N
Z
w
Ld
N
z
�
W
�
a
0
Im
Z
w
ol:f
Q
:2
:2
�
:2
�
<
�
J
z
C()
Q
W
w
0
2
Luo
o
o
a
cn
�
o�oQ
�
J<=
z
oQQ
w
()
n
cn
�
c�
o00o
v
v
n
n
a
�
Q
�
�
D
>
x
m
oW
(� o
J�
.J
F-
(/)
F-
(/)
F-
(/)
a-
O
a-
O
a-
O
a-
O
Otf
O
Of
O
Oif
O
or
Q
F--
Z
>
J
J
w
�
LLJ
� 3: Z
z
X
X
X
of
Of
of
�
�
�
�
J
Q
Q
Q
�
D
� O CD
J
I
o
a
�
o
O
•■
e
O
m•�
e+�
-r
>M
ryl
CD
z
N
o
0
o
a
oZ
(9
)D
e
�
I
X
w
a�
Lij
...............
.............. ............... .............................. ...............
I Z
I Z
A� pON W Z
b"-'-N
��
/ 3 •
LZ
••��
Q co'co7�
N
ZZ
N
N„I
,
% 0 W
N
Z
C
l" J' � ..................
jj�
.............
lo
..'Par IIIIIjj�
. .... .......IIIII
IIIIVn
... . . .. . .
' Illyjj
.. ..... .
.
... . .. . . .
�
III
III
IIII
7e
X,
.. . . ....... >//o
A
� jj\11/211/110/0 k
� j
lnnry
1k,
IIIIIIIIII
�IIIII
%IIIII
51101110110111M 511011101101M 51101110110111M 511011101101M 51101110110111M 511011101101M 51101110110111M
�m� IlpWllll�
w
.: I
MIN
HIM
1
N
HIM
HIM
HIM
HIM
HIM
Z �o
LZ
HIM
111111
MH
h h
PRIM Ell
QLij
N O O
�
I�
Z � N
O a0
O
V
Z Z
Q
Z
ao
IIL..
V
Q
Z
Q
....... .......
������II�
����,��
.......... .
Q
Q
.
a
............
J
A
III �I
..w
,,..:,, , ,, ,
..:,, .,,
Ljj
mill ...../...........
V�
IIIIII,
IIII,
Q
I
II�II
h
IIIII�II
IL
Ld
h
co �o
Z
.
Z
-.j
co-.........-
0
,,,,,,,,,,,,,,,,
U I
� U
III` II''TII I
olloullomm olloullomm olloullomm olloullomm olloullomm olloullomm olloullomm olloullomm olloullomm
0
z
W
m
Muhl
jj
o�
�o
Illllllli
III n,,....
M /H
1 Ppop ,
. .
,,,
Ij t'
kill,r„
r
r
. a.
,y....... ............. . . . ............. . . . ............. . . . ............. . .... .
pp „ .
„a.,.,,
......... . ...........
jj�
. ..
�';' . . . ........... . . ... . . . ........... . . ... . . . ..........
Q.
_r.
iq,lll�dl� � ,p
J,
p
r>
V
IIIII i
.* . •■ii�r
""
HE
0
Oi
u
ct"
E
N
ITJ
Lli
r > 0
V) 0 z
0 (-) F)
z I t <
0 0
0
F-
;7
LLJ
Lli
MI cl)
Vi :D
Z cr
r*) :
z 00
<
z C)
0 ry I.
V) bi 0
>
0 z
C) LLJ
n Z
< 0 n LL
Vi
LLJ
:D
co
z
V�
ry
LLI Lli
Z -17
:D V)
vi ry
Li
n n
ry _j
(f) 0
r4)
z
0
n
0 x
Y
V) V)
U) v 0
w y 0 0 Z
Lli
Z 0
m Z
F- F<- L ::)
ry < z 0
>- UJ > < CL
CL <:_i LA7
0
z Z 0
Lj <roN,
LAJ LJ _j - 0 w —
F- 0:> .x 0(Lc,4 F-
V)
g Ln M 0Z Z) 0 wo rwn 1; 9 j o -CL e
z Lli z
1-11 r, o
z in C) ,j-
< C"4 U-
0 :D 0 0, 0 o' 3;
I-- 'r- Nt 3: w > 0
0 S-1
ca
UJ C7 0 0
ruj jE
Z
v,) 04
M,
ry
0
T
< Z y
Z Z < Z
0 Lli <
n ry
LLJ n
ry
0
rs') LLI .4-
x F-
Lij
w C/i 0
(-) �7 C)
.x Z Lo
04 C) 1 0
V- C) T- m
C1
0 -
N
M
W
Z ~�
W
C
J<
5C
Li ;. 7
LLJ
W
d
W
d
Z
0
Z
0
Z
0
aw
��
WL
=C�0
Q
Ct
LL' W
CL
�
0
0
� 0 0
0�[
N
<
N �
`O o
0 0�
.• v
JQ
O� moo
Wrz
o�;vo�o
off, �ZZ
OW OO�u
co�Z�,Ow
N�O�000�
•• �QO�u�uQ
��O OOP
X
J
x
1
X X X X X X X X x X X
Lil
I
o v
Q
� O I
.. v
JQ
OLr) Nmoo
WNZ , ao
Wow O
Z • �Wr •.
Lr)ZZ''�WZ
ZOO �
OW
N 0�000�
J�000WW�
Z�O�ZOO
W�OOZ
QZOZQ���
00�o0�aD��z
"I'l""I'll""I'll'll""I'���������������'ll""I'll""I'll",'ll""I����������������I 6
k
f
G
l/ I
V
Vy
a
/
m
I
I
I
X
r„
1
w
Lu
w
Q
l
1�
z
�
,� ,,
c0
U
O
�
Z
LU
�
0
cf)
w
o
w
w
Q
0
Q
o�
O0
O
z
t
ZLLJ0
�
>
if
U
LiQ
w
I
w
w
i
I
IV
\
N CO I` C4
.�
. .... . . ....
LLI
J CO
O
P&
V
= J UIFW
> W
co
��� IIII II,I,I IIII�
OHO
Lo `-' o
4
J W
Q w�«���
�
�o
> U)
mnuuim
p W O
O z
�mim , rrm
—Q>
Q
N W
Z p
O
Q
�C)
�rO
.-.NCO
M N 0')
ZwJ
_
U w Q
u
p � Q
Q
Z
w
Q
z
z
0
0
U
J
Q
U
Z
Q
H
O
m
w w
o w
O �
U U)
O �
m �
� U
� w
U) 0
�O
LLJ m
m J Cn Q
�Q zw
w0
U Lu Q
Q U w
LU
Q U
W
Q
z
z
0
75
2
0
U
J
Q
U
z
Q
0
m
W
0
0
U
J
0
Cm
G
Cn
W
W
DC
U)
D
0
D
_0
U
W
0
U
Q
w
m
Q
U
w
w
Q�
m �
0�
J Q
m=
O Lz
�e 0
_Z Q
w�
Z�
U)
OU
=0
� J
Qw
QO
E =
I-- U)
Q U)
LU
w0
J
C�
Q
LL
U
Q
U)
m �
Q O
0 ~
— W
Z:) W
9 3:
J U)
U)
J
w
J
Ury w
W
U py
Z �
Ow
�
Q
OJ
w
az
O
J �
Oz
LL0
0� J
LLI
U �.
Q z
XO
(� Q
Z Q
� J
Q X
0- w
U
J
z
w
0
Q �
0 Q
�w
O
Uw
Q _j
J �
O
U_
/ r r
rr
r � r
i
/ r„
r
�r
err
I, '
U)
W
W
z
W
W
V
W
W
U
w z U
�z w0
Z IL z W_
= W Q
wZ
�� Qw
Z)0 DU)
Z = U) Q
a- U) � W
U
Q
U
_w
1 r
i
i r
/
o
/
w
w =
U) U)
O CD
U� ..CD
ww
00
v) copo
,
U/Q
r
Q �
w =
co ti
W
Q
z
z
0
75
2
0
U
J
Q
U
z
Q
0
m
W
0
0
U
J
0
Cm
G
Cn
W
W
DC
U)
D
0
D
_0
U
W
0
U
Q
w
m
Q
U
w
w
Q�
m �
0�
J Q
m=
O Lz
�e 0
_Z Q
w�
Z�
U)
OU
=0
� J
Qw
QO
E =
I-- U)
Q U)
LU
w0
J
C�
Q
LL
U
Q
U)
m �
Q O
0 ~
— W
Z:) W
9 3:
J U)
U)
J
C
L1J
J
Ury w
W
U py
Z �
Ow
�
Q
OJ
w
az
O
J �
Oz
LL0
0� J
LLI
U �.
Q z
XO
(� Q
Z Q
� J
Q X
0- w
U
J
z
w
0
Q �
0 Q
�w
O
Uw
Q _j
J �
O
U_
/ r r
rr
r � r
i
/ r„
r
�r
err
I, '
U)
W
W
z
W
W
V
W
W
U
w z U
�z w0
Z IL z W_
= W Q
wZ
�� Qw
Z)0 DU)
Z = U) Q
a- U) � W
U
Q
U
_w
1 r
i
i r
/
o
/
W
Q
z
z
0
75
2
0
U
J
Q
U
z
Q
0
m
W
0
0
U
J
0
Cm
G
Cn
W
W
DC
U)
D
0
D
_0
U
W
0
U
Q
w
m
Q
U
w
w
Q�
m �
0�
J Q
m=
O Lz
�e 0
_Z Q
w�
Z�
U)
OU
=0
� J
Qw
QO
E =
I-- U)
Q U)
LU
w0
J
C�
Q
LL
U
Q
U)
m �
Q O
0 ~
— W
Z:) W
9 3:
J U)
U)
J
w
J
Ury w
W
U py
Z �
Ow
�
Q
OJ
w
az
O
J �
Oz
LL0
0� J
LLI
U �.
Q z
XO
(� Q
Z Q
� J
Q X
0- w
U
J
z
w
0
Q �
0 Q
�w
O
Uw
Q _j
J �
O
U_
/ r r
rr
r � r
i
/ r„
r
�r
err
I, '
U)
W
W
z
W
W
V
W
W
U
w z U
�z w0
Z IL z W_
= W Q
wZ
�� Qw
Z)0 DU)
Z = U) Q
a- U) � W
U
Q
U
_w
1 r
i
i r
/
o
/
Ime
w
a
z
z
0
75
U
J
Q
U
Z
Q
H
O
m
C�
w w
w
O 0�
U �
O �
m 0
� U
} W
Q
w
m
z
O
z
Q
w
0-
0
w
U)
J
w
m
U)
Z)
z_
Q
U
w
w
Q
Z
w
_0
Q
Q
m
O
J
00
O
CD
Z
A%
U)
D
U
O
J
w
Z
O
U)
U)
w
J
z
O
U)
w
Z
U)
O
z
Q
U
Q
Q
U)
0
LLI
75
O
w
w
Q
J
LL
U
Q
Q
m
Q
0
Z)
0
J
w
w
ry
w
z
Q
J
n
Z
O
0
z
O
J
75
Z
O_
Q
75
Q
J
U
x
w
w
J
U
U
z
O
O
Q
J
O
LL
w
U
Q
X
U)
Z)
z
Q
Q
z
w
0
z_
J
LL
LLI
J
LLI
J
Q
Q
0
O
U
Q
J
w
z
0-
LL
LLI
J
O
CO
Q
Q
z
U
w
CO
Z)
Z
0-
U
O
J
w
z
w
U)
Q
w
U)
U)
z
w
0
Q
z
Q
U
Q
C�
U)
N � M M � V- N O LO
N N CM Ltd � U) T— �
w
w
0w0 — U O U U
U Q m J � J U ~ w cn
Q U C� C7 J `Z
! i
1 i
r
i
l
i i
w
ol
LU
LU
H
cc
w
W U
,�
u Jr a
Z
w
0
Z
J
LL
Q
w
J
w
J
H
H
J
Q
w
m
Z
It
O
Z
Q
w
a
O
M
D
w
1
S
J
W
02
CO
CL
cc
ON
L I�
Oco
�W
0
CJZ
V U
W
0
W
CO
D
m
m
W
J
H
H
O
m
VIA
1
cc
J
W
z
0
0
_z
Ile
rr
W
w
U)
Q
w
W
m (�
� cn W
Ww(n
= W
W ~
_ ry
L�L.On
O � r)
o<<
O o
U Z
wQ
r_
LL~Cw�
Ozo
(Y
w7-
0 7F
O=Y Ln
U N
JO
Q N
O Q m
ow o
=mow
w
��wQ
o o U
w o
(Dmoz
COoaz
w O
w
C
Da0=
wCnw~ Li
� = w J O
F- Q
_ � w Q �
-<wQ
Ll-Uw
�
cl� CIO
C
WQw
U=o�
Oo0w CIO~U) QOf _
.a- cr— ~
z 0 0 Ld �
=QZZ Q
-iQ=) o
� 0
ZO
LL
P
W
V
z �
0
o Z
o
I� O
�pJ
v
Ljj
a
p
Z
W
Gov I
NW
Wok
O O
ao � W
oo
v
Cr I
NZ
v �--
QO
C
�Q�o
0
I
co
sysQ
0
O
O W ry
�-- U 0
p
Q
Z
c Q J
�
W
LLJ
mQ�Q
Of
_ _
LL.
m a >
LLJ
0
(UU=Z
Q
(/)
D M
LLJ
(j
—U) of W
0
w
w Li
:20w
0
zw=z
:2 Q
z
�
wF- Q�
pw=Q
z
=F-o�
0
z <
U
F-
DQ
O
O LLI J
w�=o
W
�
Ow
ww=o
CD 0
QowQ
(/) in
2
w0 U O~
lL
wp �
Z
I wQ
N
U
J
0�
Im w
I 0 � ^�
O
N
m
�
o
1 2 w �
I �� m wz
j w� �O
I�—m"w
owof
0
cn
I Ld � =Lu
Q
j �� w cr- oU)
o
U
Q
O 0
IO-i
a
I
Lim�_�
I Y o=
Fr
vi
m
JLd � Qo cn
~o
J Q LLJ z
z
' lI� �zmosQ
a C)�cn
w�
oQQ
F- LLJ
y
OW�
= of
Iw.�Uw�
Z Q
Q o
IvvvU F- WZowcroao
=0
w = U)Li
m�O�OL J
cn
Q I D
U
1= 0w O Zz
cn 0
LU V)
D
w
0
1
00
N
00
N d'
Z
i
Z
w
U
z
O
6
N
O
_
O
�
N
F
Q
OLL-
z
Q
�
Q
o
Q
a
�L
CIO
w
w
>O
w
wo
Va
DC
�0 I--
w
Lu
~
z
�
z
�
_
w
u)o
Ld
o
I�
J
o o w
z0LL
aJ
Q
U
Iw
0
—1 U o
w
o
zV n
IJ
o
W
L� 0 0
mo
o
I�
o
~ z zLL-
Q
J o
w
IJ
—
�
W
J
J
C 0
Ln O
:4k U
_
� U �
of
w � c�
=
two
= ~ m
0
J—
I
W
~
W
wz0�
�
zz
(nO
I
LL
Li
0 ��
�Q
wL�w
I
W
V
vi
n
oQ~0 <3:
JD�Z
ccl
cn
Of
-1 -1�
2
jw
j�
LLJ
W
0L��
Z
cn Y
w
—
p
Y�0
0Lu
I z
I�
(7
Z
z O
J U
z
O
J
ww >- ~�
Q
Icn
I^
W
J w
cn
0LLJ
mm�
0 C)
I cn
W
w o
=
F
Ld
Iw
z
o
VC)Q
CIOz
D
Q��
0
o(n
G
z
W
COD
W
J
0
W
y
O
a
O
9=
>- >- Of
ry 0^
Q < Q CD
p
LLJ ZO Z Z ry O
D � Q ~
m � Q p
m 12 (Z
U m Ln
Z Z Lv Q O U
W W > J p z Z
0 :2 :Ld > > Q U co Q < U)z z > > ~
p Q Q m Q� w ^m Q w
0 D m >- a- Q z Ld y Q Um w(n � 43 �3^ Q Q
cn
� m �Cn D(n 3Ld Q wCn Q(npw w m_mp
m p DD p> > w w ~p CnofN m �� �Ld
(n ~ p
U Lv 00 �0 — > p Of Qw DCD_j Q mQ �� z z w
z 0 �z Qz p m (n w w� 0 Of C w w z 0
F- m >� �� z �O >�� W N� N� w U Q m
O Q� �� U U U 0 CCU Of I-- � w w > z� O
Ld [if
w m =m Uzm m m m (~n Q I m�z p m m m � Of m
I
v Q O O
o� O :O o I I
ti O I
3:
...........
/
�I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
01
3�niomjis
Ellyn AN 9'tic
CO
00
L NOliViS
301Ab3S
co
00
2JOAAS
E)Nimino
CD is` n
SNINIHEM
cfl
co
m
x — -.mluuo.x .......................... x X--' Xx x — x
Of
1--
z
LLI
X'11-0
LU
0
z
LU
LU
U)
—x --- il kx—x
-------------------
-------------------
--------------------
--------------------
---------------------
--------------------
--------------------
------ -------------
sionci �3m(
- — - — - — -
— - — - — - - -
LU ui z
w
0
z
Z)
w
o
.. .. ..
......LL. . . .
. .
.
—
—2:]3AA
<
Is iona 2]3AAOd
z
-ana
d
LU
wr
zs ionci U3AAOd
z
- — - — - — - —
- — - — - —cs ionci 2j3mocr
ES.LOn6 2QA:Ajdd:4—
vs ionci HEMAOd
vs ionci 2i3Mqd
-------
------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------
I I : -------
-------
------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------
---------------
---------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------
A --------
0
----------------------------------------------------------------------------------------------------------------------------
ry
----------------------------------------------------------------------------------------------------------------------------
0
>
W <
1.0-.9z �
O N
00
' O
0 _
OW
O /
LO
U
Q
co
U
Q
2
0
M
„z-69
WN=1 l"W
Lo�
m c�l I � U)
w ; _ I I� w
cn �CUO)- 1>_� can
ry
w
>
Lo
Co
�l
Ul
�l
E
co
�
N
COZ
ce) Z
co
-cry]
.
00
0
�l
L[I
�]E�-E
CO-
- 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
W
m (�
� cn W
Ww(n
= W
W ~
_ ry
L�L.On
O � r)
o<<
O o
U Z
wQ
r_
LL~Cw�
Ozo
(Y
w7-
0 7F
O=Y Ln
U N
JO
Q N
O Q m
ow o
=mow
w
��wQ
o o U
w o
(Dmoz
COoaz
w O
w
C
Da0=
wCnw~ Li
� = w J O
F- Q
_ � w Q �
-<wQ
Ll-Uw
�
cl� CIO
C
WQw
U=o�
Oo0w CIO~U) QOf _
.a- cr— ~
z 0 0 Ld �
=QZZ Q
-iQ=) o
� 0
ZO
LL
P
W
V
z �
0
o Z
o
I� O
�pJ
v
Ljj
a
p
Z
W
Gov I
NW
Wok
O O
ao � W
oo
v
Cr I
NZ
v �--
QO
C
�Q�o
0
I
co
sysQ
0
O
O W ry
�-- U 0
p
Q
Z
c Q J
�
W
LLJ
mQ�Q
Of
_ _
LL.
m a >
LLJ
0
(UU=Z
Q
(/)
D M
LLJ
(j
—U) of W
0
w
w Li
:20w
0
zw=z
:2 Q
z
�
wF- Q�
pw=Q
z
=F-o�
0
z <
U
F-
DQ
O
O LLI J
w�=o
W
�
Ow
ww=o
CD 0
QowQ
(/) in
2
w0 U O~
lL
wp �
Z
I wQ
N
U
J
0�
Im w
I 0 � ^�
O
N
m
�
o
1 2 w �
I �� m wz
j w� �O
I�—m"w
owof
0
cn
I Ld � =Lu
Q
j �� w cr- oU)
o
U
Q
O 0
IO-i
a
I
Lim�_�
I Y o=
Fr
vi
m
JLd � Qo cn
~o
J Q LLJ z
z
' lI� �zmosQ
a C)�cn
w�
oQQ
F- LLJ
y
OW�
= of
Iw.�Uw�
Z Q
Q o
IvvvU F- WZowcroao
=0
w = U)Li
m�O�OL J
cn
Q I D
U
1= 0w O Zz
cn 0
LU V)
D
w
0
1
00
N
00
N d'
Z
i
Z
w
U
z
O
6
N
O
_
O
�
N
F
Q
OLL-
z
Q
�
Q
o
Q
a
�L
CIO
w
w
>O
w
wo
Va
DC
�0 I--
w
Lu
~
z
�
z
�
_
w
u)o
Ld
o
I�
J
o o w
z0LL
aJ
Q
U
Iw
0
—1 U o
w
o
zV n
IJ
o
W
L� 0 0
mo
o
I�
o
~ z zLL-
Q
J o
w
IJ
—
�
W
J
J
C 0
Ln O
:4k U
_
� U �
of
w � c�
=
two
= ~ m
0
J—
I
W
~
W
wz0�
�
zz
(nO
I
LL
Li
0 ��
�Q
wL�w
I
W
V
vi
n
oQ~0 <3:
JD�Z
ccl
cn
Of
-1 -1�
2
jw
j�
LLJ
W
0L��
Z
cn Y
w
—
p
Y�0
0Lu
I z
I�
(7
Z
z O
J U
z
O
J
ww >- ~�
Q
Icn
I^
W
J w
cn
0LLJ
mm�
0 C)
I cn
W
w o
=
F
Ld
Iw
z
o
VC)Q
CIOz
D
Q��
0
o(n
,a
m, �f dim,
14)
Ckl
W
0
Lv
0
a
Q
Z
w
O �-
O
O
O
w LO
O
Q0
w
_
�O LL
w N►
O
ZLLI
N
M�
w w
Z0 co
LLJ N
/W
Ix 0
-
JQ
/
J U
0)
5 1 ao
CY O w
U)
O
U) o
000�.
w Nv
w
of� Z
O 00
JV) W
QN W
NV) (n
�N W
ww00
�iooQ
LU I of
Q
>Nw=
Ix H 0
00 L
0 .. �
Z_
OO
.. �
N Z
H,(0
m 4
CL c0
H
Ix
w
�
O
Ix
0
CL
W O
O
� v
� W
W ct
Z
OLLj^W
o
O O
Q)oQL-.Li (.Z) 0
f
O
J \I
O
m
Q) O
�O
\ "' J Lki O
z
w
J
U
a z O
z co
U W
O
()>-
W V) ll� O
QCz
wJ
Z O O J
J Lij U
J
U QU%=
W = Lv
J 0 O
0
Q1z
Lo LiJ N W
Q CD co >
<v�o
W
�
Z
°
O
Z
m'
va
(ls
�f1
�d7
�1
B
Etl p
J
i
if('t Cl
uw
u
f
un
S
hwu"niiva hl"'I
U2
44�vraf1Y'
�a
aq ,
a
AZkP
sGirclu1"N
1,e
uA�
�
w
P
4'
��
ale
dywc x"I I:1r
1,
Wf
r�
of
l
r�
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 TUR 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 APPROVE 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)_amen ded.docx
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 approximately1.3 million square feet, with approximately240 MWofdata 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)_amen ded.docx
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 & ORD 2:105 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)
Tota l: 2,172, 000 S F
°'
Max. Building Height
Height of Building: 52' (to parapet)
Height of Building: 85' (to parapet)
(501)
Equipment Penthouse 81'
Equipment Penthouse: 109'
Administrative Block: 52'
Mechanicals: 121' (ORD1)
Mechanicals: 138' (ORD2)
Administrative Block (offices):
60' (to parapet)
Lot Coverage (75%)
68.1 %''''°°°°
InteriorSide Yard
N/A
� 111
���������iii�'�'����� ��� iiiiii � ��� ���������lll���(0')������������ll� ����� ���� iiiiiii ��� iiiiii ��,� ������� � �iiiiii� ��
Setback (15')
Illlpll 211
ra n s i t i o n aL Setbacks
15' (pa r<i ng of)
""""11117.81) 011 (Dempster Street)
for buildings, parking
71' (ORD3)
82' setback (ORD2)
Lots, and structures
(40-1)
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)_amen ded.docx
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 225and 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.
HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amend ed.docx
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)_amended.docx
2022 Final PUD Proposal (Typical Side Elevation)
Current 2025 Proposal (ORD2 West Elev7' 67' 0" -f 67 Q` f
ation)
J� qn q ,
3)FHASi 1W11 EST ELEVATION,
i=� wTwral,k5�
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
HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amended. docx
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 of40dieselfuelstorage 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)_amended.docx
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 approximately86' 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)_amended.docx
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)_amended.docx
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)_amend ed.docx
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 613 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 a 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)_amen ded.docx
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
51
67
53
1 51
66
H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amen ded.docx
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)_amended.docx
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 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)_amen ded.docx
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 final plat 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)_amen ded.docx
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-
HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amen ded.docx
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)_amended.docx
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)_amen ded.docx
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.
HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amen ded.docx
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
� Standards, etc...) -.00
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...)
HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-21-25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amended.docx
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)_amended.docx
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 facade 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)_amended.docx
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 bea 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 away 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)_amen ded.docx
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 ofORD2that is closest to residential uses will be only 10feet taller (includingparapet 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)_amend ed.docx
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)_amen ded.docx
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)_amen ded.docx
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.
HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Repo rts\PZ-21 -25 Cloud HQ (Major PUD Amendment, Final Plat of Subdivision)_amended.docx
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 Orly (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. Algionquiiir�n Road,,
12,00 Dempster Street) for ,a 114113.33 AC Diiata Cent erCarnpus
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(s): TO
TO
Zoniing Map Amendment: Rezo�ne From
0 Zoniing "Te,,Xtiime,niime,n't�: Siecti6n(s)
10ther:
(''I''', ..........
11111111 rill I I I M1iq�q 1111 11 ,11 r
reference, attached project narrative, foir, full sumrniary ofproposal.
CHQ proposesto mod ff�the Original PAC Plansto provide for atwo- building data ,center carnpus, ratherthan a three-
buildingi campus. The Grigin4l Plans included threedata center buildings.11 each havingi a, total grosy squarefbotage of
approximately 566,767 squi,are f6e,tll with two buildings frontiing on Algonquin Road, aind one building at the southwest
corner, of'Dempster Street an�d Linneman Road., The Amended Plans consolidate 'the, tvv,o b0ldinigs on Algonqu[n Road
into a siingle, liarger building (thiat rniay include 'two separate saleable/ leasiable spaces separated ��by a partywall)
("Building I"). The buildiing at Dempster/ Linnemian ("B,uJldingZ`) will be, reconfigured slightly but hias a siiiiim�i�l��arfoot�pr,in't,'to
that shown on the Original Plans. Both Building 1 ,and Buildingi 2, are increased to three stories in height, as cornpared to
the 'tw- lo-story buildingisdepilicted oine Original Plans., Building I and ii1ding 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 fe,et anross 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
separatetenant's witl zero lot line" subdivision at the mid -point of'B,uilding I. Each half oUBuilding 1 will have, its own
administrative/ office space,, off-street parking, loadiing docks, and Wility connections. Anicillary improvements, associated
with Building 1 iiniclude internal security gates and f6nicingll undergrou�nd fuel storage for generatiors, ground -level fine
olii,shiiin�gi,e,�quiipm��ent (discussed further bellow).11 Other support equipme�nt aril strucWres,, ,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 anross floor area oflapproximiately
81172,000 squiare f6etl with approximately, 105MW of data ,center capacity Buflding,2 is designedto Single-
oliccupancy, buildingi., Building 2 will have its own� admiinistrative/ office -spar, Off -stre,et parkiing,, loading docks, anutility,
connections. Anicill ary improverrieits assoiciated with Building 2 include [nterna] secuirity gates and� fenidng, underground
'fuel s,tior,age, for generators, fuel polishing equipmen(di 't scussed 'fuelow rther b), other suppoirt eqWpmenmindmind't d stmctures,,
and underground utilitiesT includiing eleictricl fiber opticT sainitary sewer, water, aind storm drainage collectiion� and
MAW
Addition.ally, GHQ has determined that ,a second ComEd electrical substatilon is neenee t aim etthe licapacity demands of
the relcon figured Data Cente
�N MIN F71II � I �� 1 111111 �I 1111 11 1
i,I ; 11L IM1,111", � Il 11,11111 Z, ;
Name: DonI Dixon Corporatibn: Gewalt Ha,iimiiiltoiin,Associa,,tes
Address:
City, State,,ZIP Code:
PhoneEmail:
Interest in Property:
El Check If Si,ame as Applicant
Name: TURVENTUICES LLC Clorplor,ation:
Address: 12 12, New Y6rk, Ave ��NW Suite 1000
Gity,,Statell ZIP Clode:� WashingtlonI,, DC 2,00,05-612117
Fhlone:� Email:
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:
�6 a
1 W
I� �^
d"
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:
V i I a ge of M! o tj at P tv,s 1�), e� (,,o�t h1cmano", X
III 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:
............... . . . .......
2
I h ereby aff 01 rm that a tt in,fo rn mation provided, herein aniIdin aiaits subm'Ittedin association
with this, applicaltion am 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 diogn,,,(,,,it,e
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 tIhe, 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)
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"ospec"t, Ittinois, 60056
P111ione: (847) 8,18-5328
m L 0 V 80 00 IAM�'
om,
61
j
. ...................... . . . . . ........ . ......................... ....... ......................................... . . . . . ............ . . ..... . . . ................ under oa
E] the solex owner of the,. property
aln owne,, r, of: the prope;rty
ar"i, aL.i1thiorlizedofficer, flor-the o wrier olf th., pIMF ioperty
. . ..... .. ...
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 PLibtic
NI
IDIA, uw INJ
RMIRIBM"
"T'his Prepa.'red By:
i Fe IchttejI
Sidley Atist,itt J]",
11
One Soutli, Dea,ttoim
Chicago, 1I , 60603
W1 icill"i Reco 17d ed-Rettini "ro:
c/(,.) Clotivffl ' IQ
12JI/2, New
S11"'lite 1000,
wtish''ing, " 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: $1.100
KAREN A. YARBROUGH
Tjjjjjj[1?v—=,:; m;I III
2021
T11p
DEED 'Is ' ECI
1S . ..
S ... .. ... Al 1] ... ... ..... IA(le aS of ("A
. " .................
. . .. . .................. ............... ...
ING, a I 101 0 "(j
11)y UNITED A1,111d, 1"NE-81"l, T)elalware 11,11, intn,v�)r'I
............ ...............
.. ... . .. . . I . -i've 'I VENTIJIZES ti
JD,Q1OU,, Chicago, Illinois 606016,atid, lin, J'A,`�fvior of J
Dclaw(,,tre li�rnit, d, lia,bility, with, ar),, ot cielociat id at 1212 New York Avet-Im 'N'W,, S'ltit,c 1000,
L
)
,05 (1-11c r Was"14,111,gt1 O19, 1� 200,-'
............ 111.1111 ............ ... M -
"de, t`oili, Of I 10, SLI11 1 01" ""1 C11 "Ind r.o/` (11101
un, coi ist 11, A 1 d
h, -d
W� jirj�NN I AII, I S1 "I [I tilalt G )I,
J, he i- ce"pit and
-i,,d paid, 'by" C ui
klera 1-toll,' I
)"'N'.)l hars, (,$'1101.00) all1d, o1her good and valt,,iable n ha,i�
stifficie'I'licy, wl"wreol' 'i's by'', a o'k,tiowledged-, by thiese (1,oJes hejeby, Gl,,�ANII"` S"! MAX,.11,
to Its rild assigns, f"T I
REM-'[ S-`E.,� IR11, 1 EASEAND, CON"VEY" t"I'll't"o (3,11.4, stjecessors, a all"I 01
-i, '1 11 Ild
tim"t Jand err d,cs(,:1,ribe(J an, Exticibit A at, I'llei-vto a la,dc a pa.I l erco"
III, .................
71 7cs't in d,
f(,',',1oo'k aii.d S11I Of"I"11,111 IS, Is j`lght, tiflc� in'te"i
"y' a ""10 1,111 of(
1. SIT 1"'Itye(al P I it th'O Cotrnf,
estate lil, ta"J"Id I (i) ri"Idings", StI.-tict UIVS"il latid fiXAILJ1-(`S locatI.ed -,,at fle La,l,,(,f 1.
A
ai'l(J. b1clioriging to, theLatid ar�id all. st,
e y s �,,i d ticetit tiIiereVII) (thic wit''I
pastsages atld ad, 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 . ...... a'nd, its,
ch.
Anti ("J17m,-it"or 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 dane, at, 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
Prapall7ty 1 1 and, ccm,, IS ("It' 111ay be,, *111"), a"ll,
-t tiercof (dic "Perl'i'litted,
ctiarge,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
c a - i wa "I i' 1 1" (K �
1M 1,1111,at I nUm, 11 WARRAN NNI" 1,''13"VER. L)f I 1�,i, ei,
j`-,xc
Girantee its stjcecsssors�, assigl"I'S,, agalunst e,- soris ot- etlitill"es, rnak" g any cla'",ci"ns m lernands,
I.
r
aild,
la e
(bt(tt not (,),t.hcr,wi 4z;,e), subiect'', w,", v r
lrantol•-
I to the'Peri'llitted Exccq)tiarls.
. . . . I, . . . ...... . .
.. . . . . ...
Off"
V
11 22.3 6, ' X
. . . . .. .
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 of"11:1ic III aY and ycar1'11n,-It abovewri
Twa-re
U-NIEJ) AIRLINES7 INCI, a, De'la;
j
-Od4
YY,y".Opp, .................
.................... . . . . . ........ .. .... . . . . . . . . ....................................... ......... ... . ...............................
Nat]['Iiatti, Loj,)p
vice PtVsldent Corpoj.-,atc,�� Real -E-Sat'c�
I INDI S,'
S S.
C(YUNI Y OF 16" 4 D U PAG E
st, I
Nibl, 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 certify-tblall,'., Niathan,mm S
Y pet"",,ona (or pt
SLIff-101M)t evidence) IX), be, t1le Moe PresJden!.!qqMq(qjq Real Estate of 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, before, m erson, ancl acknowledgeld-to ine thu
a ta 'I
c, tssmcl) VWce r" resident Coorporate Real Estate ofs�,,fld corporatiot'i, arid
'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, Of
........ ..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
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
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; 08-23-200-052-0000
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".
CFjjr
PERMITTED EXCEPTIONS
All covenants, restrictions, conditions,, easements, reservations,, agreements and other matters of
record.
ICE
��,'A 41-a 1117 1
4
A 421.,
GOV
. .... . yL O'j PA
'10
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
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
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
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
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
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
17800\00001\4930-4373-7715.v4
ECONOMIC IMPACT ANALYSIS
MOUNT PROSPECT TECHNOLOGY CAMPUS PLANNED UNIT DEVELOPMENT
PUD AMENDMENT APPLICATION
(Revised October 23, 2025)
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
1
17800\0000 1\4897-5662-2187.v7
and promote local economic growth and development in several ways.
A. Village Electricity Consumption Tax
The Project will generate substantial new municipal electricity consumption tax revenue.
Assuming completion and full occupancy of the Project in accordance with the Amended Plans,
CHQ estimates that new consumption tax revenues to the Village will exceed $3 million per year
within five years and will exceed $7 million per year within eight years. See chart below.
Mount IIP r s I� ��ecl I l tr'i ii t IIP`irojecteid Annual Revenues
11 � alp UGI 01 gal
The consumption tax projections shown above for year 2033 represent full build -out of the Project
with data center operations at maximum design capacity for both Building 1 and Building 2. Once
that benchmark is achieved, similar revenues would be generated year-to-year for as long as the
campus is fully utilized.
B. Real Estate Tax
Development of the Project also will substantially increase real estate tax revenues to the Village
and its South Mount Prospect TIF District and, eventually, to schools and other local taxing bodies.
In connection with the Village's original approval of CHQ's data center project in 2021 and 2022,
the Village also (i) adopted a resolution of support for the Class 6B property tax incentive and (ii)
approved a redevelopment project area (i.e., a "TIF district") for the South Mount Prospect TIF
District, which includes the Property and other property. The Class 6B incentive was, and
continues to be, necessary for CHQ to undertake the Project. However, as in 2021-2022, CHQ is
not currently seeking any tax increment finance incentives from the Village. Even assuming
application of the Class 6B assessment rates, the Project will substantially increase the property
tax base and revenues for the Village, the TIF, and other local entities.
2
17800\0000 1\4897-5662-2187.v7
The estimated 2025 taxes for the Property, in its current undeveloped condition, are
approximately $1,080,698. Without the Project, property tax revenues will increase only to the
extent of general growth in fair market value.
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 613 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
3
17800\0000 1\4897-5662-2187.v7
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.
El
17800\0000 1\4897-5662-2187.v7
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 dry 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
historicI,l analysis performed by ASHRAE and represents the temperature that historically has a
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
thIt 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 t*
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
'°`"'"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
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: 1,3001000 SF
footage
1,700,301 gross SF
Building 2: 872,000 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
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-
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 8-6522-9427.0
D = The maximum allowable displacement in inches
f = The vibration frequency in 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.
3. Smoke And Particulate Matter:
StatesFor the purpose of determining the density or equivalent opacity of smoke, the
Ringelmann chart as adopted and published by the United
in circular no. 8333 shall be us-ed.
No industrial operation shall cause or allow to be emitted into the open air from any
process or control equipment or to pass any convenient measuring point in a
breaching or stack, dust in the gases to exceed 0.85 pounds per thousand pounds
of gases adjusted to twelve percent (12%) CO2 content for the products of
The emission, from all sources within any zoning lot, of particulate matter containing
more than ten percent (10%) by weight of particles having a particulate diameter
larger than forty four (44) microns is prohibited.
r
3
17800\0000 1\493 8-6522-9427.0
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 ICI gin e
Gen erato,rs
Ca75- 6
3,516e,
Cat C'175.-20
Number
150
-Cat
172
27
Anniiat
SchedUted
Ma4intenance
Hours
8
8
8
An ICI U a t
Emergency
Hours (Est.)
100
100
'100
C I ntroils
"0
SOR
SCRADOC/UPF
SGRI'DOCIDPF
AnICI Uat
emIssiolins
estimate
(To, n s)
2022
Des'ign
II Ox
43.3
42.0
'10.,3
c 0
48.6
4.5
2.8
vocs
18.7
0.3
0.2
II M
12.0
2.5
OA
�E mJ's s i o Ins
Per MW
20,25%
tower
4
emiss,ions
NOx
0,172
0.1,17
0,,029
0.145
co
0.193
0,.,012
0.,008
0.020
vocs
0.074
0.,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
L
Hazard. Fire And Explosion
and all other applicable fire and explosion ordinances:
those pertinent requirements contained in the Mount Prospect fire prevention code
i
i
i
(1) Said materials or products shall be stored, utilized, or produced within
r
Jr letely enclosed buildings or structures having wallsterior l"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 87'F).
(2) That the use and storage cFf such materials shall be in conformity with
standards prescribed by the National Fire Protection Association i
with the
requirements of other ordinances of this code.
(3) That the storage of said materials shall be prohibited aboveground.
There will be no manufacturing processes occurring on the Subject Property.
5
17800\0000 1\493 8-6522-9427.0
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 8-6522-9427.0
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. Sustai nabil ity
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
17 800\00001 \493 8-6522-9427 A
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,, if 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 P" 1" 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 prop,rietairy 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.
i///af111D��
amu � y�rf
PIDr� ,Siu;s rye+ IG� f U �ilf�fiwifl%!��
SDP-01.0 Sustainable Development Plan
2.0.11. 1. A N Yalu,) A C �, �� !r L,) I IS I 10 N
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.
i///af111D��
amu
�»
PIDr1,� ISium ry�m IG� f U �ilf�fiwifl%!��
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.
i///af111D0�
amu
�»
PIDr� ISium ry�m IG� f U �ilf�fiwifl%!��
SDP-01.0 Sustainable Development Plan
m l�lll� N 3, omwwuu; 1u�Ill E. � "�Il�i�u�o ��uxwi�I�'� �l "MIN, oulxrcRlll� IIVI �. �V�uuV11�,. �Niu��mtl@ wmux mt IIVI �V VNplipuinlU'II� � AhY'"°/ 11, 1 "MIN, ID �I��i �u���unniR�V� �� IIR' u��i�iYN IIV ���\V�1,. \\1��a�u�yr wtlllpu�o �u��VI��u V �h�ivafe� Ill AN4
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 LIK 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.
i///af111D��
amu
�»
PIDr1,� ISium ry�m IG� f U �ilf�fiwifl%!��
SDP-01.0 Sustainable Development Plan
3 0 13� 1 014,
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.
i///af111D���
amu
�»
PIDr1,� ISium ry�m IG� f U �ilf�fiwifl%!��
SDP-01.0 Sustainable Development Plan
4 C 0 I It 1'u 11 (°,') RAIIf IIII AND Ii. ]III GA L.,
rm a �' d �°a Wip nu yu n a YN yuv ��v p tali iu a nm nm
n�u,'u nll'T I �u> ��,�i� �� VWouS�� � �;t m,�,�,�a�� ����m� �� �� IIIL"lal ��,� IIII Q���n° 6� ���,° ��„� a �IU ��umr �i��,7� Illy iii � � ���,r IIII Q��„ I IIII IIII^nulil Illl IIIP 7il w
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.
� I) om w umu � rcy � ' gnv � a n o a a i ao a maN � u � iim ioi om nu ao�� u u
��� �, n��u,�n ��u°��G � ��u n1 n nn nn mru°� 8 Iln nn 6�,� �u,;tii�� �� ii Il nn �u�� Leg a
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 1 ova t nn o iir'iii wne„uii
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 wrN�yiii d D iiS cl o s ui,,,iirirm 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.
i///af111D���
amu
�»
PIDr1,� ISium ry�m IG� f U �ilf�fiwifl%!��
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.
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 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.
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 consistenti recommendations
of the Comprehensive i r the areacontaining 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
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
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 i ri .
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
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.
designed4. The streets have been
® Inconvenient or unsafe access to the planned unit;
® Traffic congestionin the streetsi j in 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.
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
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
Section 14.504(C) of the Village's Zoning Code, as follows:
reduction in the requirements of thi t 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 tt 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 exceptionsthe purposepromoting better iwill be
beneficial to the residentsthe planned unit development as well as those
surrounding i .
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 maximumi it r
shall not exceed forty eight (48) units per acre for developmentsincorporating i t housing or assisted
livingi iti .
Not applicable.
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:
® The front, sider yard setbacks on the perimeter of the development shall not be less than
that required in the abuttingi itit(s) or the zoning districti j t 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
compliedit .
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
6
4935-7536-3955.v3
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 unit development must be set back by a
privacydistance sufficient to protect the
and amenity of adjacent existinq uses;
ii® All structuresthe entireri t r of the planned unitt must be
permanently reened with sightproofscreening in a manner which is sufficientrprivacy
and amenity of adjacent existing
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 areaprovided in a planned unit development shall be at least thatrequired i
the underlyingi i ri
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 c for approval by the planningi commission unless i
finds-
7
4935-7536-3955.v3
1. That the establishment, maintenance, or operationf the conditionali t be detrimentalr
endanger the ihealth,, 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.
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.
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.
® That the establishmentthe conditionali t impede the normal and orderly development and
improvement of the surroundingr 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, access roads,r ifacilities r will
provided.
Adequate utilities, roads, drainage, and other facilities are already in place or will be installed by CHQ.
® That adequatei taken to provideingress and egress so designedt
minimize traffic i 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 contraryobjectives rr Comprehensive
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.
conform7. That the conditional use shall, in all other respects,
the recommendations of the Planning & Zoning Commission. I
district in which it is located, except as such regulations may, in each instance, be modified pursuant t
4935-7536-3955.v3
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.
4935-7536-3955.v3
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
13
Lj
IV
Olt
13
41
13
o
13
o
=No
t"I
lk
49
IN
ilDODO k
pt"
M 0 13% 0 40 W 116 604 13 Ab- mi- 10 0 + IF -0110010- q RIJN no
I'M I I j
WI A,1111 I I" J '; I
e/ g
U*4406 30AMM
&OKWbwi�6
1MIR
111
-w"s a 13 0 0 1k 4p
A S�
qA
10
sip 0111
1
® 6 + Q 4F a M" 0 9 Q 0 0, 0 -4 13 am 0+0 M+ 111
bill
0 9
]rlq
'aid mniDNOOIV'3 COU
sndY4VO A00110INH03i
103dSONd INnon
MENNEN
r4 pi %F
P
lit
Ise
4L
o.
IMINNIM
i&A
%;
X
1w, " F.
j
I
PARCEL 1:
LOT 1 IN FRI EDRICH BUSSE, J R. 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 51 2014 AS
DOCUMENT NO. 1415616048, (C)THAT PART DESCRIBED AS FOLLOWS: BEGINNING AT A
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 FEETTO A LINE 50.00 FEET SOUTH OF AN D
PARALLEL WITH THE NORTH LINE OF SAID LOT 1; THENCE NORTH 88 DEGREES 15
MINUTES 36 SECONDS EAST FOR 40.01 FEET TO THE POINT OF BEGINNING, (D)THAT PART
DESCRIBED AS FOLLOWS: BEGINNING AT POINT ON THE EAST LINE OF SAID LOT 1 THAT
IS ON THE NORTH LINE OF ALGONQUIN 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 FEETTO
THE WEST RIGHT OF WAY LINE OF LINNEMAN ROAD; THENCE SOUTH 00 DEGREES 46
MINUTES 07 SECONDS EAST FOR 21.00 FEETTO 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 EASTALONG THE NORTH LINE
OF SAID LOT 2 FOR 25.00: THENCE SOUTH 43 DEGREES 47 MINUTES 00 SECONDS WEST
FOR 35.63 FEETTO THE WEST LINE OF SAID LOT 2; THENCE NORTH 00 DEGREES 46
MINUTES 07 SECONDS WEST FOR 25.00 FEETTO THE POINT OF BEGINNING, IN COOK
COUNTY, ILLINOIS.
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. 15716544)
IN COOK COUNTY, I LLI NOIS.
October 24, 2025
Jason C . Shallcro s s, AICP, CEcD
Director of Community & Economic
Development
Village of Mount Prospect
50 S. Emerson Street
Mount Prospect, IL 60056
Via email: jshallcrosskmountprospect.org
Dear Mr. Shallcross,
On October 23, 2025, the Village's Planning & Zoning Commission ("PZC") recommended
approval of a final planned unit development for Mount Prospect Technology Campus by a vote
(the "PUD"). The special use ordinance approving the PUD is scheduled to go before the Village
Board of Trustees for the ordinance's first reading on October 28, 2025.
We are requesting that the Village Board waive the second reading and take final action at its
October 28, 2025 meeting. The reason for this request is that Tur Ventures LLC is ready to
promptly increase its development activities on the site and wants to ensure that it has the final
PUD approval before doing so.
I appreciate your assistance in facilitating this request. Should you have any questions, feel free
to contact me at 571-447-7255 or by email at urn . .
Sincerely,
Brett Burnette
CloudHQ
1212 New York Avenue, NW, Suite 100
Washington, DC 20005
17800\00001 \4891-8176-4869.v2
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
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
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 10 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 +wwwC ,,; i
,ri l f r
60 ]��4�d��Ci
� 1 , � i
I /
ll l
{
>�. �;� �, ' �
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 Ambient .se levels measured over a 24-hour weekday period
.
y &bT_'4=q 1,
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
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 dB 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
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
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
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
Figure 3 —Audibility level contours for the nighttime
wr 1 emergency
Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 8
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%2 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.
October 161h.
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.
E111ti U i p�,M e hit QUi,,a hl C h an, 00S, 10 /16/2, 02 4
so u rtd St u dy
NA W
Ex pvmt,-tbarn ga
q ip ,
;1,� am itip
Quallla,Ijfltv
l�ii ft L ev,*II
D '.'gym I i 'r .�fi Dry
' Ir i µ
2
31
• D Pllllr� t� rs .
+°,0.111,0
D.. rirratw , r s
1112
1116.11110
RD2 i b .� tW Dry Coolets
10
RD2 Pllllgrit i() rs
53
62
0.11117P
Table 3 — Equipment Quantity Changes and Associated Sound Level
Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 9
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.
Submitted by:
Steve Thunder, BS E
Acoustical Engineer
Thunder Hearing &Sound, LLC (an affiliate of Acoustic Associates, LLC). Page 10
mo/oo o//
p�
P
Cu m
r of y!Q/OO
r
r %"Oro ww
CP o l%! ,�
i d ;✓TOrP °ww°ww°ww°ww
wimm � a
rl i%r
oor�io
22
o
s u A, III III
10010,
r djo
a �
YI�
Q m, aN 0% dr
��a.�
ry
*MNW
4-0
s � �rrrr
fir
oJi °rl / iao C
r
AW&ANA'Affi 149,
r rr ,www
r V��
moo,
M
0
'Cal
r
Jill
Oil
µ
a
err
r� iN r OGa r C3
°0 0
ts
u
r o
i/
/
MMWwXwh ro MIX
riii omr it
-61
4.4
IN
r
4-4
,��w�uw tm,� w.... w.„
is .................................
C> 0 C 00 0 0
gpU1 jaAajpunos
Ct
a
Z�
db
0/0,
-
A wffi,
ffffff %
As"!/I
ligm
affif
Am "g, P,
............... . ..... .
Do
pq
q
/4
'WWII
uuuuuu
AM
A
wo
"Mal,
v
Alif
ON/
IN
/fe,...........
fffff
ct
P-�
C�
ct
IN
,111 N, IIA
I 6q,
All/
md",
77
Wj,
�67'
IN.
gi,
M8 POP
1 41"
r-n
ct
Call
0 CA 0 CA CA Q CA Cal CD co
Ln
0
ro ci & 6 W A U-1, 00
Vn QA U:� �01 �01 (I, I r- I00
M
09
ol
10
U
LA
V I 11 H 11 11 111 11 11, 11
tnf
Sul
(U
c
cu
i
i
(U
cu
Ln co
-0I
V v v v V v V v v v
00 0 of 0, 101 0, 0 0 10
yi � vi, 1r06
r61 1�60�, 1lo4o
c
1
-LEtc,wo
21:1
m
0
L-n: rlr-�, o4o
c:
ca
ILEL)
>m
LU V)
J
fl
fllo
IIIIII
I
%/ � �,
. ..
..............
a jjl�,
I$
all-
II
ii
// r
am
/
JN
� 'I,I %j�//%l ! % ,roll..
r
uu
MI
' Ir
of
0�
...... ..... I'll,
. ....... ....... ..... .
If
Tyr
-171
........ .
ol�,�//
. a m �
J/ � >/
,I
r-I
cu
c�
all
rd
ma
volk
fil
swIr ZIZII-1111-1-111)0,11)
/j g!,
ia/
4doill"
r lffiff,/// I
AZ
A 1w,"
Allyff
ARE
%
A '1131
/All
i jv
We
7. PIN
ct
P-�
r-n
ct
7�
4" Ab dh db
F77777",
. . . . . . . . . . . . . .
k IN
//,X/ M
1,01"
p/m/o"
NN
..........
1,
I OR
M// -4
Alt
-K
T
11, 5'r PM,
'%fff"o,
Nw, ll
�/j
"MIN
F/77/1/
AS
olP
. . . . . . . . . . ... mlM;.',-l:Tg;,
------------------------------
I'll
a r m
MINIM wt
I
maill
ct
P-�
C�
ct
>
0 0 0 00 0, 0, 0 0 0
0
LO Ml rN Lno 00 t-A
kol r- Irl- r%. 00
C
jE
LA
111 11 1, 1 H 11 1111 111 11 1 Ij 11,
V V v v v v v v v v
E
LLJ
4-P
<
0
It
(u W,
L- -1.4 E
Fo,
Ln
'7o
V V v v v v v v v v
00 00 0,10, 0, 0 C) 10
. . . . . . . . . .
r*- 0 M L0 al IN� tn' 00 V-1 Rt
On
Qj,
to
CD
c CO
>
101mm
o), m
> M
z
Ln ko 0 �01 rll� rl� rll� 00 loo
uj
fq)
OMI,
/gll-
p-i
0) le
I j
4 j :,
i
4elIII
II
777�77/
7f-
,,�k
uV
I
. .. ..
� ......... ROWN1 ...... . . . I I I
...........
it
�
IIII
.... ......
IN
II
//" i olllllil 11 �:::
IIGII�� VI " ,, .
CIO
rs
Nl "fff,",
..... . ....... /-';�,/,/
w o
rm Jel'i
14 0
all
4,
// � � „ � / y % � N N r
AI
If
II
bl
rl—
ct
p-,,I1
C�
O
O
O
ct
F—
x
Q)
CL
CL
"IV
Ch
0
Oa•
114
N
wl
N
w4
0
W
-0
0
E
rlv_
M
Gi
cn
w
w
w
w
Aw
•
4-J
-53
S
0
0
ai
V)
ai
kD
N
0
m
w
7174
rl -1
101,
HI
E
NP
06
0
44
m
717-1
m
m
71-4
T-4
M
Lh
_0
I
F4
do
00
th
00
60
0
0
_0
t--
4-J
o
4-J
"b
rl
r14
r14
Lrl
0
01)
V)
Q)
Ln
r4
VA
r4
wl
4-J
-0
XA
0
po
00
m
ri
m
w
LJ)
rmmml
rl
I
rl
r4
rl
r4
r4
aj
aj
(IJ
u
on
on
w
u,,
pa
mn
m
P4
w
r,,-,,
M
0
N
0
N
v#4
cn
0
w4
N
ifA
N
N
w4
H
ifA
=3
E
_0
*4
X
0
A
0
N
M
WD
M
6M
N
M
_0
>
IWO
*4
=
N
c
014
717-1
Jy
_0
Gi
41111111110,
>
Gi
:E41111111110,
>
In
Ira
0
o—
V)
ai
poll
LI
I.I•Jl:
m
0L
QI
ml
_0
Jt
'it
Qj
>
V)
:3
tj
6
LrL-j
L�
ELI
V
Q
V
4-1
I,
LIP
kq
w
v
r
LIP
w
C�
01%
ol
CL
CL
IN
fflww�w
4c
IM Wjr,-
15
han
§ rq Ln co Ln
Ln
V
m
V F FLb t6% m
z
V
Ln
Ln
Ln
Ln
V
Ln
V Ln
4A m r"�m r"% r"'�m r'% r"'�m r"'�m r"�m r"'�,
Au
LAM
U
Jt
C:
tL
CL
Ln
F4
M—
13—J
en
W
*T
W
HREMIIFIIEH��Mu
IIIIIIIIIIIIIIIIII�
lko
�u """"0°"'N IN
7 4.00 =[I I
III
9
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
Part I. Introduction and Project Context
Gewalt Hamilton Associates, Inc. (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.
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. E//
//,
, "
,
C � " , ,
o I
lkanto / CL , ',,',///, � I , '/""",/,////,// " I I � I/ � 110OPF I
"/,/
`/ -
I
/�,.V"�"""`��"��/�"�`�"�"""`��""`�"���` I I "Ill' 1C,, %�, I IN
, : �11 11 "////",// ,/, 1� �Illl""_ AMINO
to 11 :,/,/_ I - I-"/,/ ///'I�//A '' ,,, /' , " ,/,/ 17/
1 ", , " a-, I
/ v 2!/,�/l 'I'll _"',":l';/, , ""'I"", / g/o
11
" I/ /111
I ,
I "" N,
/
/
/
� ''I'll, , Ig
JW �, ''I ,"ll "///,/// /
'I'll/////////'' 'I",111,11,11"', I I ,,,
11 -A I 1 , " " 11"Il ,
0 0 "AIR // j ... ,(
C� r/� W , ��I All I "/'/'/' I I _
"" "
/ ,/ "
" "':11" I , Ol I_ I l,I/////,` I /
IS, / , // "I t
. q , ;,! ,,,,, I ME
, ,///
, I I fi17/'//1
/
0 ,,,,� I, I / I A "'I'l"' I'll
% - "" : " , T_ 11 / A
6,
I
gi/
I /5
I/ - I - , "
S // -ww... � . . .............. /�
'I "/,/, "' 4, 4 �,
M s , :
- / I, �/, A
"
, * v a I I / 11 I ", 1/1
o ��,. , 'All"',
ON- '),A/','l ,, , I lI`//�_, I "" ",////- ,// . . ...... / , g " , NO "I,
I A I i 1 � I- 11 "I
I'll,
'al, I at ,is
I , ,f 10
/
/
0
- ,
,
, "I g
�
,//�/, /` Ill
11/d/ I ,///// I /
,/IV / ......... ... I ,
is ,,, ,,, j /// ,
'91 .
/
//// , ", :I/ 11 � ,
de "I ,///""///, �//
Iii IN 12 I I I/ ...... � 1�1 / ,
I /A "I � ,,, ,/�Ill///// 1, ��
11
is, Mo I it I ,/////// I 1-111",,/, , " ,/
" , ,
11"'ll, ///C " " ao/ ,
/// `��i, Al 'I .... / � "
"'
_ , I I I i ,
.. .. 11
�/ �11 "l I
I I I ... . ... 1// I
/I , - �11/ I_ ,://,// .... /-////////// l��l 7 !:""//"/l " 11 "I �"
,
, ....
, 11 I :', lll/ 1i
......
/I "//////////////,/ � , - /, ,�"'_�l�, ", /_11 011 l
I , ,,, ,///// _// ,
,�,/// `// I I I I 1� ik
I ,iq, ii "U.0 / ""I"' 11
11
/ f A // =71 , 1111loll I
I " , /// / , ,; 1//// lii , , t
/
I , , ,/ /
, ll, �/// §/1" ///�l/" ,/ 1
,
11's
'f"I I 1/1, - ... Em /// N�
", I // /./;/�,/ ,R,
, /I/ , A ", :", ,//;///�//,
',,///1 !W6W � ////
K I Ow To ,I#& I '11/,
,
I ii, " 1// 1, 11/1 I ,,, - 11 I/ ;://,/,/ ... / " I / _//-// '' "I -1/l / /I I_/ � 4 /
'" , I IN I'll, I 'I,/ l /, 1/0"
'11111111 I , // / g ,/;,� � 1, t 1111"oll !��,""', " /,/, I 11
/" "
� /
/
/I ,,,� /
/ lo/
, ?/
,// ,
"/ in," �il I
w I I
11
, / 'll, a I "I & '' " 1� ,
/, A � , � '.
, i
/
I I I 11
� I 11 1"
,
I
I
I I
�1'1 i/,0;"//4, I/ / / I 11 "
" ,- , J, - /I, I I'll
/ 4 , I � , 11 I
1� , , /11 I ,'I'll 1/////��, ; I ,/, _""/�//"/,/,/ / ,
, i/ /// I "I ,
,
,
,
,
,
,
- "
,
,
,
,
,
" /I , JOICIP �
"
"
F , !l,;111fi1v(, 1, . I //,////, ' I ,,,��///n//�%//y, 11 ... 11 11// , o'/
I I I I / 'If I """""""", 11 , ,,, " C', ///
I, I /I I I ,// """ , , �
I 1 I- , /, '1'1;0�1151 11 I 11 t1l, �q / / /1
11, I i I //// I'll I
10, --- I , - /Im I I I I WIROO bl In
'11z� I'll, -1 I "', l, /-"/,//-','//,/,/,,,///,//�//,',/-,,,/, 'I 11'//// IF' "i", . . . . . . . . . . . . I '01/1"Al 1111070111711111 11,
I
,/ I I'll I
I
I -IV ... /I I
F111 IV , �2 is I "I I a? f 11
,� "' ' � ?� 1�� tl POW 1/11, Flllllll�IIIIIIIIIIIIIIIII�Illllllllllll�IIIIIIIIIIIIIIIII
, , ,
/, - , 1/1111 %J- I
g`g/ , " 7, 1 - 7l"'I l A,_ 01/l/ ,('l -
// -7, ', 11
I I w � I
11111 7A /,/ I I " '
�Wpw, I , � ,/ A , "/, I
/
,
" I I o
, , , t / I � V
F , . � 7 - - 7 7*111 - - " I I
l'I'll", ICs 11/11, K/,,,/,///, : g/ ........... " 'I" " �
11
11LOII;0va/ ga , i� 71/)1////,",""", l/1 ! �,,,""`� ,,,, g l,l's" /I - , I "
) .` , 1111 Illlw� �/ , " ,
,f , I
" 1, -1 E
" , I ;A O': .7" - - - /"
1'/ / 111111, I I I'm , "' , , /, / I/
s, , , 111 '1","',,'ll1'l'/', 11 ",", ,'' / , "I''
, C I ,
r � / , /l,"111,111 � , lid/O
, ",
,// � / ,", I'll'-, I 9� I
� i . . . . . . . . . . . . . . . . . 1,11 ff.
i
/
/
"'t , s gin 6wild 1 _ , 11 1
, " - asl I I 11 "
jj/��
I I
1: �, A y ,. I ,. ,: 1. , / 1511,11 1/ I , 1, 'I', I'll I
I � ,///// 5 41 ,
to ]MIN v 4 w ll, , /g/ " 11 "I t, 0/�� � , I 0
I/ " N
_1 - I / is,// Is
, " 0 ,)�, I'll, Ill-ellIllIllfl�r�"Iffl-1111'eillIllee�e�flllll�
, � � " J111
� �1 as
� o - f
/
/
A W, , 9/ - , f " , 15 / , 11 I �
a
E, -
/
�
sl
- l / ! I " 1'1�1'1'
, 1 /
" " , g
1111,11411 l 101 `��& , 1, 1/10/111/ `/ /','/',' :11 "/, I O"j), / , "/, / 1% A/
, �i, , , OK 5 J""/, 1, `/ �"` '111111 IMP/ � I " " Al' a
I I ", , I I gi, "I'S ,/
, , am 1 a , I
" . go ,III, - E� I—, ,/ AN W jq;T go Ar � I'll,
00 ell I � / ,,, M
I O' � s�,,_ �/////,,,,,�/,////,// ... //,/ , I
� -, 11 sell I SO NET J's "I , 11 l I J110 I 1 A
I , , ,// I J/1,11111" I
:, I 1 115"
/
- �F/gw////gg ON l , I "r - I , 1 1 'g
/
/
/
, I , / F/ /,
I - I a I Owl, , /21/ d
, I F #0 of 0 "'R 11,1,1111111 , v 1 21 "I "" I
'i, "I �/? ` I'�011111111"")rflfrlll1111111,Mlf�111,11111zllllllllv�1,111111,
I pl'f�,` , "I " :""'I' I g t I
I1011 ` " I I v
, / 1 711 4010 in - , I
P0 w "Wo I'll "I 1 7 - ;Q N I � , ! ,�_/, I I
elfl,�1011l,ll1il�I'l', ,40 I 11, I ,l�'j - , I I 11/��11/ - t " 1' I I "''
1/12, ad, 10, of ':
Pigs, I I � I l I 0/1 I I /'/ , I t' 14 '11/11 / I "I ...
/ , /
/`
arlo'lal's "//, , I � 1 _11/l," 1//.C///1//1 I If//- , % , /` OrIg"
l/
I al , I I I / i Z I
aI I "/,/ I I 111 41" I "I,/,/ I , 11 / , J , J/
" ` I'll,
I 11'a""I�Illi��,11,11,�,��ll�l(I'lI A 11 I I /,//�/, "' '' I , - -, "////,///,//,//I,/ , I I ,11, INMF,4' " il
141i , I g// � -1 I :""",�, /""I IV 1/1/"/ �ioi, ME I � 1/1/) I I
"" / , ", 11
k Ag
, M/ a 1/11/1 I'll t L , / � ITIolomi!
, , , 10 I/ ""I" ,/,/A�l I'' mi i! I I I", ��, I / J/111
, 'm
"
/
I,
//,
, lt "o, /
/
/
� a /// /
I I , ,/ / I"/ ,,�4 I
/
, / I I/ / ll ;// II a
" d A "', ,
j/
/
I �
/ , //
" �
/
/ I I
,/ - A // ": F/P I
, I I I i I // " ,
VVIII-11 , 'O I , Ill , A � 1/, , ///,
",I/ , Mv 1 Ill I r //////",/
is (( lig IS Jr *0 1 - n . �',, //_ ��,/ - I
/l", giir ////////"�/ : I , t 1� ll".1l/
: ''i ///, , Ogg I I I , , 11 � I, /I I Ax/d/6 1�
is k/ 11 I " �//,
�J*wy a , / I I 'I I /
,", /, , /
I 11 " (b I l so
, :i l , Il_111", I ""////' I i ", , "', //I/ I
,/ I 11
o/ �, Ill/ I I"! I , � 101 � l, I , l/// , � /// ,///////,//,
// P 1/1, 'g Al ''I' I I I I - t, // ... , 1! ���
/ " // A. ;l, I I I , i,
" IN I I I I �1, Pl(/
" " /I , ///I 7 "I 1-1 ,,is I - . I
, ", I I - I ,iF,////", , "I I
I: , 45 � - i I' t"
a I$ O 1// ill 111115
/ 1/01" I -/ I I 9
0 "I 11 as, / ;� g I I 'J I I / IT -0 ,;,I I , I I
///" I
Q - ,,,�
It 11 - f l I 0 11,��
I, A ; "I'll; I , , " I/, I
I
I I s 13 " Iii, ; " , "I I 2 " /IP" I
, Is
I
� j ,
� "
g /
ii�
�
�/
, ,
,/
i 4:2 rIlill""�'ll", 111
/ I/ I /, I I . . . . . I//'," �rlIll�11111,lfllllflllflfllt�flflllfl�ll� ... 1,
, a , y/ /11 ,//,/",:, 1, /'///�, il " " ,,,, is xF,7111,
", , g ,// 11
, , /i"P A / , To /11 I //, "
I/, ,
,
/
I , A II / � I I I lll�� / I "
I I I �/ I I I , E I I/ "I I ... " 4 g1f ; , /I/ 46* 11 � r11
�I 1� I / �', ,/
//
11 � I
I �iil[ 1 11 I I / ,/ / � - z///�,A//./", " ",K", 1 1 _A/ E �
I - , , I I I , I II ///z; I , 00*0b 4 ,
g b! I I f ,//�_ " ,_�7', I ",//;/, � " SO I
;/////;/"///////,/,/,//,1// �z ... i
z 11 /",/ //
, I i,�� I "'' I � , ? 1 1 - I I I t "" �, - v
reel � 411/1,I10111" Aw"loSh I!, , , ,,,,,,,,,
, 1 t, ", ///' I " ,
IMI/I I �4 lo - " ,
"' *
I � F//
" I /,/ %;'Ivi
" I I ""' / t/` * g / ,
I'll 11
, "",/` q '/ � .... 1:1
"
///
_/`111�` 10110/ 1, "I'
1, O t"11/1, I
I " ,"", , 1/// W//Y/" / /I I `T,`/ X//C//// /,/,/,
*'/" 1, k, � AT - Imms I Am -
; J� - I -1 7' 7V, "I o/ //�/`/ s .,
- I I -- i ikom"Oliall"llar -
R z I '///// /'111 � I �/ "I'll, 1, i i i , I I 1, i , J./i/r/ AM "
AS-, Irelo"o, / , il ... �, , /// "I" 4 /
" , 111 /'I I , - , -
I 'OPIAIR11 "'Ig � i " "//,//, ,//,/ -, 0, q
I I'll ,� a ,/ , 1, , " , //
�� j, 11 '11/2"
, , , " , / I , , ` "" " , , '/l 9 I ,/ 5, /, I
,,I E
// / �/�� � " I I 11 ', "I "
/ , " E// I I " I av 111,
"All"MI'll , , , /")//', kii 1/,// I , I I 'Ill/ / I I 0 , '56 � ! /, //, I'll g,' 11
s ,
a l 9 F /IV/ �,/l
r '/� '/1 , I/ I "I l I ,/l
"
A' 11 I .W, 011 - I Is
,
... §ii , P///// Ill/ 4/11 / Ill "" c . , A0111, ,
/ // g " �) 116flo - low, `/ , � fllllk?'kll
s �, mx/&,/,x� /
f)
.
,
i //)
/
,"f/�//"&/ � ; 1 W//l///,//,// I /
/ I I I 11//l I,- Ov" I
0 1 1 1 1/1 "" , I //, -
/
,a/�/ //// � 11 � ,
, Egg/n///, '/ I 11
�, l/ I .... I'll", I 1� to I I I,
�,id l , - _S_.R 10" ,�,/� � "I , , "' I
� I, - W i I � e I ; ,V "/g///lIl,/� ,,,, 11 , I 11/r/w , I
, I 11 /// � .... ! ! ",/It
,
,
'g , , 5, "I'll, I
i
I
/ ;/ /// I , ��, l . . . . . 11
I ia, - I "
I- I I / , / 11 I "I'll",-, '/ ��, ,
"', 'I', /
I , I , '�' / 'I I , I /
oll'' allrp))/"P))/,/ 1-111, 11
I ,///,
I All 1)), ,/,aff //// 11 Yr;rll/z/�// I - / / / ,/ /I , 0 W, - ",
,
//
III
g
I�lp/
/
/�/f
is
is
,
is
,�/
///
IF
I
/�,, 11 11 w / ////,// ..... I/
,,,,,,,, ), / "/,//,//, 11, " I I I"s I ,,, 'A 1, ,,, "/ . . . . . . . . . . . . . "I'll,
/
///
5"', /// F /�
, I I I I I I g, "I'll, 11,l, 1�
, g� , I I - / I,)"' W- g "
10 / /I I U1j I'll //,/ //, : ,� //, ,/I I
/�
I,
g
///
I lar ///a` n I ",/ ,�, I �1� 1 "' l
� W IN; / IN � .. . ... :, � is. "//, - 11
, �
,
,ls, I
is
/
I lI/�/", , lilt '/ , , "I I ll, I / ,/// , I
I
7,
/,/", , , "i /
l, " , , ,, g
" "I / ,
I "I I I 1-11 Y, �, g
, W J4 /,// 4 � �, , � "
, g ,�so , f
, g ,�so , f ,
I ,,. , g ,�sg,l , f ,
, /
,
/
" /
" /
4 � , , // , 2 T I L %j 11 I l`/�',`�/,/],��g ......... l , �111111111111111111111111171l I
1111 I I �,,,, O", fl ,", ,/// a
A 1'�_Wf 1i
I o I .. .... / . . ..... .. //
/
/
0
. i , - ,
L, � , I, I il� /"/, " Ill-,1111,1111111110111 11 : , , I " ' -, " 11 I " / : I7 ", a /// I _ P'o , f
'?,' - I 'a I /_ IY I //,/"",,/,/, , G"", I - .1 A "', , l. � �f I"" A.
,// 'l , , I/i // , , I / �, " " a
is
/
z W �
I // "I .'
O', - , I� � I
/
k , I , -11 "'5""I'll"I'l 11 Z I, ,/�g I 1, jqj ,
I ; I 0 e 'If/fl�ii, ,
I
,/�
/ a, l,
/
I= - - //
"
"I am�//js qw, I I /11//� ry, J)", I , , , ", j
g; 'a! Alp I jz__ � "l i ,r 'I " ,�,,,/ ""/,/,"",,/,/ 1��
, // ------- I 1 1 ,'�fiil ft, / / SEE, I
r
/ I /
/
/ W I 11?
, I !, -a '- / All V, /,/ � I 'I
4 ; 1 I I " I I YO -I,
_ ", Vfg/� ::: 1 � / �', ,�� / 7
,
I
I I F", I l'I", UN " , 1 7 Q,,/ .,,,,� 1/`i"/,�/,vg,lol" " I r,//"""""//,;""/,/,/,/,/,/,///�/��"', ./,
" ,
I
, J/P111/11/1" , I, f j 1011, " xy
PIP ,/Ml I I �, , I "//"I ,'I 1/1 j
,
1 /I W .1. , I Io / /, , I1.11,11"I", - � ,
/ o // W, l " , , I%tmrw
, I 69116,111, gi r ... _,",I�,1"wmgA%1 / * // , "///, /AF`1/*/, �
/
/
�%/,
� A -5 J I l . M, W 0 . ad I _,g,
,
I 10 1� ' Olrb 17, ' " IC36 ,'," f &A - , 1 ye A "s, l"'lapp, A Or I , , lll� ,
0(/ 1 IM-4 I 6 I 11
1, 1 '11, 3' W. ild f 11
"
,
I
I �1) I I I I
6, i;� l / I/ " 'j- Is , , T Is 1 ,1/l//", I A 1,11,--f ,
h // ,/;?// F 1 600 " , I .2 I ,,, __�.L_
,�, I I ga r a, -
f In A / " l ,:11/'1"1_', I I W ; O " pi f
sa
I I I;: ! . ii / . haap , / 11
I
0 2 1/1481galm, 1q," "I'll, =111111 " W/l a v
11 I - � � "V/((//,�/"/"(/,'�',',�,/,��/"",// , _,/,_,,_ , ogll:,", , , 11 4b, 11,111,1111,
I-, a �'// , / , """"'I"", "I I I 'i "Id/1" (" ////#,
�, ", �,, P , I D f I ��, l ... � J,/�/ �
/
I is If j III
Is 1// , / 1 4,41 f i 1 K I ///
a
a I I � I I I I ,�
prog, , �'vm " ", l/, I Z I'll "I", L/ L / I/
__q "', ,,,,, `T111, I � � J , v J� � i
�,,"""""'���� 11 S/ " I /
I , I i VI I I , // , ,
/ / " , 4) 'al 3 -
" M I M g ig a
" J,gj, 11" 61 /
A / //
i'l I I 11,0011 /I ,
I
, / -_
I F" 11 I I I
SO il I'll 1/1 41
31) , /K///// 1 : IS 11, IF I , "All "
" /I :,
- IV , I;el�ll�,,ill",��l �, / ,/Iklil , ii'; //n�s/ /",//"",/, , ///m//l"", , e, �,
, / , 11 ,l
I � 11111 a s/ , ; ,
, � f /"
Ell ,�ap,/?,� //,/;;/"/1//1' ,/, /
11 I 11 "',
,Y/
,/r/gs �,/
I'll , � //
"I lypr�_ , /
ll
Is I'/ 'I'll" , "'NN"", - - I I
W , "
, , gpka,
I ///
Nj i, i lI,_ / r,l an. =40 - �`!/11,/,??O/`�, loo / ME a, I a)
" ong " __ I
, 1"/ , I / � - Ic 1- - ol It ,/ ... e'l,,",
, "
I I , , 11191
; sla / , __ , .0
"" , I I'll "
11
I // I cm, 11 , II/" I 11 d 11Y j i , / , " PlEd/a/mvII c
I " R , f / in
I'll I'll I H a/fop"", - 11 I
"I'll jwna,,�(Iaggg � I I ffig ,,,, ,,�, 0 1110 0
1 � I
Ell
I 1111 11 NOW I Ev / W/ 0 I c
w L �" " g " ll "I,/, of
,
, ,I '11 iiij " Il/"/�;A/�""//
- � I A A I Ak, I "I'div / " "'yPpy, I
/ "
1' : I / I , , CY)
a yp/// , , I//, 11 I ,
, 11 11, , I ,,, f "Iblig ,11111 a
I 1
, I gnl/ w 'g�l a, � I 11111, *_
Is, 11 'a " I W1 I I I , 7) 1 G _j
I 11,11 - I � VERNON/@ ;
1 , i"', I ,
/
/
/
s
/
/
; 7 / /, A/d/Ii ,/ Z I
l 1 , il � ��, C
E/E � l ��'
"l 1 1 11 , AL , I � - �
! I " I, il,
�
4 IN " I I al, 1, Al , I ",''," U)
,�"/ IV
I /, �,/ , � I i) I,
/� -
/// a "
/
g//, 5' III I I , I /11/1001 /, I I'll
5 , is II/ , I I //�/
I , gl "I /F,//"',/, " "l a ,//l, I
I
'I'll Ir /", ,(/,
//
ll
. / / ll , I
, I - I � o is (D
11 , I//, 'IV ff I 11 61, 11 -,
/
�F/
o ` i3l, . ///
A " /
A - 11 I
1/// 1/1 w m my
I
IP6,Il 11 1� I 11" IN I �,N%/�O/ "", ff go, IKYI ,/ > 0-
"
" - I
11 I I� I / E�1§1 7 " )
.0 , imp; 1 " , 0-" - , "I I l 11 all,;V Am 7AAME16/all
I ,,, I __ n 14, . F,/, I
� , 1//��, 1"111
" I g � "I //,' �
4/m/11 'o �, w ", L, "I
�, S .... ", oil
/1 11 ;
III
1
/V l I ME /"I", , "
I �, I po I 1,111�1;1111, ", I'll . .... 11 , 10/1, I V 1 1 el /// I I �_
" I -///-////"" ,� iI ,
I / , "
B 1 i'llis " I�� ""', ://////�:`,/`,l""',/-// 41, /If/g/2111 I
I ,,, I // I I 5 j l, ,l,I/�/'///'//, ,/"/,�/ L "
, :�/, 11 , I 5 l 61
, NONE!"' /I I
�//[
/ IN,
//
/
/
a
/
,
I
I /,
I , I, ilk A I R, 0 '/,, 'I �,
. . ..... af " ll, ,,',� 1,
F 1/11, , �, MEMO " ,C " /""/, ,/,/,swl///// Ill// C,
, /
/
11 /
111i
/, If
11, , ,I, , 11p , 1 sl IS a, ............... I, ........ // " I Ii �, �i` I.- -2
,/ 11 I , Ulll� , , -1 (n
f 11 I "I I ", 501
E I
1,11
I
II I 1, ( I
I I I a, 11 " # "' ,
/
I . A w ir 10 w �,
d
S/
/ ,/, 14 / , l"Ill / /// - 0 1 1 ;
a/Ar"I&I ,�/,, :,
, 1, // /
H , , so IN
1
/ N "XII, p l",/,/ ... f1flIO,
:w- , a 11-/41 , �lf, - I My � IN
Ed I
g a r I
I " I !// I ///�' ,,,,, I l 1, I `
�' I P, I "A" / I 1
I , /I /"",/
""
. ;if , " l 1", I m�" lgj,�� I, , , �"/�,��//��//,;" "I ,g,//// Y P " l 11 � CF) CY)
/, "
g" /
, / I
/ /
& M, � , F4 5, , "Ill /!"'ll"", I/ "I " "I � I � 1 �l
, _11/11 _lo///////// "I '', `/
,/ , /
I - L 1A ii?/ ,w I Idlyffill I ll", ,�,/g , C C
/ , r j'�' 11 I
/ /, / �Oii
oll
I i ", I , 'I � ...... v/1 I o- o-
. . .... , ! " ,�, r "I I,/ i I '' // I_ f Ow 0, , I � , /�/// I
,
,
// IWI " I ,,
,
,
...... 'j, ,I'll 11, I I 1., HOW - M" $ 114 "
, fl I ,
"
, / A , -F.- _#-_
I
"""2/ I t /,/ al i "I A I/,,/ ! ��,
11�/ " 0 a -000 /
I/ is j , ags --As v I �
�
I
L , w I 11 ;V J, - I "I U) U)
I ////// /",/ . ....... �//// ,"/// �l , �
11 I', mm'l, ,'71�",Il�l',�"1111"1,111"���ll,��,"'�'l;�ll", 11 V.1; - W, I P" �"�I� a
I
, Iiii /g/
/
, , 11 'I', /�
/ ", // 'or A v E
I I _,' O" , " ,
I d/ a
-
ag,�111',&, 1/1, I "" / " F 1 � elll,l,�11111,1ill r m / , *5< 0 57<
� - "I I I ,F',1,lgI / IS I 0 r/mmom Ell l�'ell��,(,
1/1,111, Aff / , m/m/ Ell 01 )/
,////// 11 �, " E / "el�Ill�
........ //lI I ,,� .... . .......... . Nompompoom 'If,"",',,,-",/" m ?�///////l/
I , " , g I
/ , , //ag go I N N Ld LLI
"
, , " "' rs t 1, . " � El"i
,/ , " C I f� /,
0111 I 111111), I , F" "/"
's � 11
I �� , I _/� I
lin E I , "I I'll,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
i'l ''I'll -
I on _W` , /
I /
E I
/
/
,
I Asw
I 1� "
,/",(/, mg/p�l , , I -0 I
, 16 /,/"/ 11 )E I I'll, " ,� r / ,,�
" ,
, ,
, ,
, ,
, ,
, , 'I
, 11 " ,/
/ IN I w I lE IY))lIPl I I I I I", /, , �,, , / A
'04A I I c, "'I'l g l / / sw oll I
, d k! 11'all""l, / 11/11, , I 1 l
I I , l / mi w/m/wis r , ,
'w's, sl ", falwom w1wel ami glt,o ,,
I I— III,,/, I 'a
, if i ,/o, 0 I 1, l / , I
I, " , , , -, // lg""I" I I t, gww" I 11 , ./ ,
/ / w
/j/011 , , , I , , , � 4, /W( , , ll
I " ,I / �
/ 0,11 i '�, // ,::,
, SO, , 1110
v,// , ", 1� " "I'll, nn//airrr� ,, , , ": Tr# /4
I " "I , , _ ; " 4 ill, 11 A III I 11 'I', C.
J///il��l/,/ , " /zz, //,;�///,, I/m/w/wil: , /,//,///"/ ;,//Ii E`�,` / If
/
/
/
/ .
/ I / W1
111�11, /?// fS .. ... ... . i/
11 - � FE //;, 1.1,1111 111 "
, I I � _1 `g/1 ,,;,
I
/
, M 14 "I o ", I g ,
N , ' � I W/
///// ,/,/ I I I,,l/?//// i /
, yq 9 n, , 1 "Ill, --'I'll, 11
'� /I W � ", " 11 IIA/l v _W__ 1 , A , / // . .......... _ I ,
I /� O'w I, "", I ��, %111/1
I
�/i/////////"�, "a/6", US// � II/F A ,I I I "/III A , / is
I
I , , I "
well "", " " K
////,�, I
Ifl/0�//////l '1� , ,�_ " "I, A
" � "
� g � � "I, ,./_ dmin
I /
/
//A I ,�, I w I "I /, Ill I,
a All ,1011
, , ... : , " /, /////// all 011, I f . � / ; 70
I g a ior s// , ,
:a """'iII11111 - ,/ 6 ,/ I I , I � ..... ;,_ " //j i, ',I ;/! ____
1711 "All, j , - " "If _M - I 4��� , _II/l/ I
v I Q " I ,/'j, FT I / ...... I _',I',IIe/5I/�/l,1l'
I /�;;;,,�,111' ,
l//l/"ll, ,
" , ,
, // ,
I ll", �,,,,ii,'//l",,�",
0, 1� , ,;,/ /t/1,` � & "',/ O JFI , " - j, � g"", ago/ow-", -, I �� Afro ,�//,/, "I'll ,
, I / I �, ,I
� .. . is 40, I ,l IS I �1 , illl!i
� I WO , � �o I � ", , r "//;I,-,, - 11
, 1 7 10 '��W, Q, N / 0 , �
I / ;, , : �, //,///// F11""'If I s � ;/// ///////////� n'/// (1)
, r/////// , � // / ,/////////, //,/, /`�
�
F
F
&/, , , " as, I `E` / I F I // ,
I , /,
, , )//
11 / , z�,,, 1111,1111, all /
1, AS/ w rmy -n IN g / 4
///// iP 1'1/ 1111 , "/ " '11 /,
/
/
/
. / I/ - I ,, I ,/� , /, Qj
f , 11 g/a// -, - ,., I 0 1,
/
/)
OF/A , " ,/ ,/�,/, l /I NO -in /) ./ I 1 Am "I ... "I'll, "I ;
I - -at, s 1/1, 0 , A am NF "I', ,Q , ,
AN � Ivh�, " f,"k,
I M , I , I
//// l(()�, 0 � - I,///� 7 Ig, r . ......... . / �Jfof/g ,I ,I"/ o' I " ,, , A ,I ,
s I I , ,/g -- A7 I
I �: I g", " M fi, a VA I MI, /Of I _:
1/
9 y , % 0 ," -1 �/g/_ � ,
sig
" / it, I I t
/ ""
N // , / 111 ///
is /
g',_ " / F / ,is 11
, ,,///
a j ! I Ifli�'PI(II'll",�191pl;l;��llfkllll;111111(1((��l(ffp�,'�111,� ,,,),//",I',, g l!/
/
" , , // / I
// , A ,
/ , , ,
/
/,/,," p " , ,,, � // I ", , A&II 1)1/1// // - 0 11 4)
I , , I " Is a , Ill "I 7 og,/
I - I ,f x , 1/011, I I F
11 /� ,
A ," /I " I , I - /
)
)
)/
/I ,( , I / 1,0`1 "a :!,///
" IIII/I /
isgi a :_ , "'I"R/ , ,////,/"///� "Af
lli/o V// Eg , Y, 1/1,11/1 /
E / _ / Ai .. .... �//
5: // 'j" /, a/ � /1', A s"' I, I " , ",/,/, /, /I,
/
/
/, , , , ,//,
I
I " i 11 A �//,711,
I _rl "I"! " _111 I /I / 111 d "I _
/ � O , Or iv
IO /,
/,/
/ is
/,
// 11 NOR 11 /, f
,
d0bak. Y I , gii
I lip r / / mmi
110 I , ;;
-11, � " "
a, F; 1111411 , ", , , I
//; POW I I'll, : - 1/// ll
I 1 �4 1 1 11 I I I � 'A",j) f/ is - 5111/1, ,
,
11 "I "I "R ,
I I IF AS . . . . . . . . / , I I 1015" I I �'_,
OWNP 'l -, I I / T "O "
1-4 1 & I ONE A /111, /0 -1 IF I �,i,` � ,oj�"//�/`//`i� , 1
I � J,�IXFJIF�'.&_ , /, 1",
,� j
/j/ I
�;Ahjll, /I I I 1'� Il 51n, I/ list, /'
�g _13 I g l', /�,'i, I
. III isr 't
16"11TA-WOR "', ji I , / 11 11 I 'a �/ A- 1� 15,1,1111 I/
- l l! "I . . . . . . / / l l ,/ o N / ./ "'.
/ , ,
1, I ,
,
" I , R121111- , ywr
,
� I , , At,"/C, ,". 01" j/111"', , "a '1110
o' , , g i I I , "I , i �/ 'A
, , 1/k d/f, ,I
,
,
,
"
... g
/ , ��
, /, I i N
I 9 is S4 , ll I ,"It"M 0 ", I rv/0 , , A ii I 11,, 11100voller",
I
" lil, g A .... 11 0 x 4D , /f/g I I / , , �,'�,�',Il lA///*w'11W/////IZ1/ I - YAP// ` " " , " IF
,�,�, gi�p,,',/'�// I l/1, / 'All ,/
- 1i 0 1 '/ g I
////
I ,
I,/ ,��V/ ,/ 00 " I ,I /im/11 // I'll/ l, � I I //R/l, AM/ I , I �� I �,
- I
� M M /,,10 V ", , A, " I f�P P MR U /F I'll , 11 1,1111/111 I
,
71 ko"Wiwi"i "I �Aji; ;Irtjot IF Al � I /I I IV" P/1 'I'll 1(1/// I'll/
I/ o's ,,, il JJO/�soorr
/1% vIr'-, I /// lssploos
, / . tIll ", It , " 110011, ,/ p I
/ - ,
'' II
,
l_l i////g/,//// g/I "I'' ? ii, v I I
,
i, I /,//"/, 11 " w-ml ,_ ,�I I
I A , li , all � - , 1111EI, o I
,
'1/`10'", "'.", , 7
''i "I I / /I/,',
4 1 %4; ,,/, I
wor" /j, ,
/ " I, I'l ///m '4,111111,s"
/ I
/I dl �:,,` /I
,
/11111
� I I K, ... J/10
E 41 1, I , L() X I 111iC I I 11 "I
/
-, ,
, / I , O lull /l N&-
a g a' � g YJ I , '131k.
il //, 1,
/
" I M 2 , ,,,,,,/,,, � /_/ / , , / ,q " l, - " � ga �l / /
, / O/
i
'Y A,
R/ 1 ,g / or Inj , "
/
// 1i'll"! - M �/, , ,
/
", ll , ��ll��6liIlIIYII I Al
// v ,I/ /// AU d , vc / ,/ 0140
11"I , i A
),
/
ll"', , A
� / / "I I "I 1"" I /
il �_//,
g�
sl / I f6w, . I . me , L, "'lli
I , , , 1j, �, x Is 11 1 1 , 4 I�//// ,/,, ,P///' "
/N "�_ I IF it ; "l
11 I ,� ll�/ /// / , I
(0 .... . . f. , "
/, //
I Ws " ,,,,l , ,,,
'_
� I , � "I" /� / , "
11, A/ CL r I plgllf�l /, VF I
/
/I,� ,i/ a
"
/
11 I I "Ill I , lot 21 1" "al � l"Ild-0 " //1.1'1/, Il
/
/ vW91111v IN di
, Ip,
,/
� , "'i, 7 Z!
,
/ 16 v 1111
"I'll "/,/gm!ir It, - its " % ////
l���/////�/l�i�llwo -to r
I
" ,
I , a �' lee ,/
� I'll 'I / ,ll /Affiffl/l/11PIT
, f
, , IR s ill
,I " I 1p/fi/ I/A I I q/ ,". I - MIEW
"I, - I .A a g,"'l, " l" 11''� ,// " "M ll///� "
WOM, �_ '11 s "" , , /I 5%r
"j, x , am 1( /0,11
/
p
m
/
�
, &I I /�d
I g, ,L/ " , J//r /,
///
, I'll, / 1j,/// - I d/ �,/ , /
l
lil
Ii
/
�
/
�
is If
/
�
/
/
/
/
/
�
/
NE
/
ll
Il
im
"I Is is �, / , ia gin's
R/W , gni, j a"', ,',,"I /,//
, /,/ /"/ , I 1� , ////
,�s W/ , � Id/
i 'I'/// "
11 & I � , 14',�s 'ig/ im, mr, l f f"E!// l/ 'g "
,Eaa
is
I, ,,, g
I / , si, "I 2! 0 11W I I, I
#61, /I , ,/ ", I,/ 11"Ing I I'll / ix // ll I
id
d
/
iiiiiii
/ /
- / � r
/ .�
a / " "', lip , 0,2k, go IN - I " Ill ,/,l , , fl, ..... ", 11, 11 ,//
III I I I"/"/,//, I I sed/11 1, III` � ", /a)
1 4 i, I iffi/e/ """ v / I 1,
,
1- , //, ,
I ...
, "
I " ME
,ft" 11
I
/
/ �, � 0 'r ��// I
1, a I , / I
/ ///
I
I
I
I
I 1 ,,, I
IISR "I I;�//" WO , 5 "r " � /( �,/� I/ I'll /I
"'
I
A I ,f ,f 01,5 111 I e 2 ` 11
" a
I I I a, I f, I— , F " ,I 111,
"I'll op I "I I /, �,, " f0 ,,, !I/ i'l
I //( - ", �Jgr r 11 � 1/11,
//
1111 jr . ,/I/, gl, 1j)wf ... IF A I ,,,g, / I "I,
11 - 11/1( I I I 1. / , " , ME' ��, , %,vmMMFisF`, I & WIbs"'I"I"eso", g
I
/ I / A � I - 1P
I � Z )11 ,",
, , ,,,, ,
,I, " , _� NO / "f/?0I p/l,"', j 0 9 F
, " 11 ,/ ,
1w ... 3 & P, 4 11,1YON , //"
I I I , "' "I �,:,: - T,
I . I I/01 j 11 - , ff/,,//g/////g,((//, I " ,, f , �kl` I -11 mov, pgqpp� ry
I g A i( 5 ,
11 /
I S . , /, I Ll, /1, g" 1 'r V` if' fif��"I",I, E',J§ I
I //// d " 111' I , " , , /
I (
d
I
I I/
I I,//, - S " wlw 11 � I
I I " 11 I I G I ""'/'I//, ." I I , W I'- "s I"/////,///i,i///////
, '� i " 1w1P11F�///s
, , , I k If ,/ " "MO/ �/,/�/ , E g/ /;/1 11j, r,
;1 ddg
/ � , ), / `___ r I
''I l� ,/
, 11
, � / // , , . , , I III " I
A , 11 ,/ ,) /
/
0 "I" .I� , , g/. /0 / /,��,,
/ "I'll/ , . I 111
I
I"
I"
I" f , " / a !
Al ,;/, / , ,10s./m, "I N1, , ///,
�
�
I
,
/
�
i"' 6 1 Y1,11, 4 is 01 �/�/(ly,�//,�)���';
` , ,
, / ,
, 'Ii , ,/;i, i /" E "/,//,( " , le4g, ((,� , /
Ig , /�vm//�� �/ q% /, I
" "' " , , ai.,g// 11 71,
_l` ir " I / 11
'/ , 'I'll , 'a
� /// / 11111 I ,If,
�/r '11' ,I 111 1� i
I " Ill
, 11
I
" o"I" iwmik , 11 /r/0
/
1/��,�//�m�//"////��./�,/>///���.,/� , ffil, I
, / , E J P �
, ')
,
,�l
l
l , "
...
...
...
,
,
,
,
,
,
/_
I � I ,
I // ,
,
l
a r � , ,;,,,I'll , 1 A ; I I / ... Y " � ///, 1, OF/r/ " ,
I I I 11 , 4001/7 to I ::, , IS/ / ,/ 'Cgr ) Ill/ , ", / 111//;
11
11
11 I 7 I . 1 I IV, at " 11 I I 1, , /////V 11 ��/ I 1, , ",////,
///11 , I 'Y .... p Ill
or./w.,12 I I A / , ,/;,/ ,/,/, ,/"///////////' ljo,l, . ... .. � , Ig�//�//I#////
";", - - k,gg9g,gWg / "
I , " 11 'upil"r"I"; ,,//, ,/W,// - " " //,
E, ,; , a1g,111/1111, , " "I'l, , , ,///// " 11 /
glo.o. _ Ile / ll //
),;Fll // I", ,// ,
/p ,,,, , I
- I a I, 11 /I
I " o. , a f 0. AG,"
//,l/ "M , , �l O'C', � � � (WO ON
,
I %t, 1/1, 0 x " " I Weill A / IF If - ,
it , ; lilt " -, "," �k , I v" " ,//,/, "/ .. . . . .. I" "'4
11, , /Ji ! ,,,�/ / Ad grob A. / v/1' ,_
.......
, - /// - - I"
"
11 " :16 ,// "',,", ... . .. // �
a '. ,/
a g , ,,Z�, /, �
//,/,/// ///�
/
AM /, I i I 'I
/ , I", . I
U, s """ r /,� t,
%, � I I M Eo I/ I'Mig,
, ,,, / , d
% /, " // ts"', , �l,
'I'll I I/ ,�fmf�" :2 v , " I
� L,//L�s/ce ��,////,/b// // ,,, "'
C
s/ . al, I/ " /A
, , I/,/ � """' `�::, "' ff"/11 11
,,, ii - I
" , "
/"//, " O" , gi,l/,/,� ,I �, ,
/ l
/
s "I
//
//// 11 , ,�� / , '�/ 'lI / -11 _
41i /, "�� -
"I'll, � 11"I'lip ., ,/, l/ , , ,
/ / " 'v1',%�ag1zggg,g11 ,/�,'Ws_ /// ol "/
',,/"/I" /, s/Ig"s, / / �,/, -4- - omeq"$-M"um /�/,/�%
1111/1" "I'll, " I 1� 't, w/o/ad/w/dOO/o/ /,//�//,,/;gg//sg// " /,//,/ �,'�?"IYIZ �/ - " "
11// , "? li"01111 ', g
_/ /" " 'j,/!., 1, I
/ ,� , // l mi, , " Is /� //,��e, : , " // /-
I ... l , , �Ilwwae ...... " , , " -) I v/r/G11,11, "/sI/,/,/,l, I ... I // jg "
I n 11 I , , 11 % n _______, , = -" /,l , -1 I /1" .... I f, ",/,/,) /'' "' " , " "Il "I I ',� I I/ "// /
7 " / I I ,/,-
" ,/1 , II",
, `!i e
/
A
I -7 , / ,I/ x ,
d
I
& I / /
g_ I///,//, , � /2
// "/////, ,,,, , "17/,/, I'll laff ! // / / 's 0/011 I
,
/
&I _/ , ) 1, 7 , ,/// / , ,
f P I �/,///�/////////�,//�;�,,/"/Y////', " - `// `11 "' ,� , # I ,
,,�/",,//// /",/,///,// "//,/"/,I,l r rn "I ,/ I/ "//,/////,///1 117: -,///; //,- laC111111 I'�/�///",..,���/`��"��,�,�/"�"����,,.,�/��,�//
, * 1/1/'1/1/111 A jim , W a 5"
/ q/ '/u// "S "I 11 I /,
/ 11"I'MMI", I I
/
ldl ( //'l;:',,,,/ I,/ i I
,,/
//
Eii
111KAdfl
��w �]I/ I /
,/ r/////fm??,,/// li'Ai Ill/
I I/, ,III / I, F�////�///l//,/, 11 O
O' I ", /,",
ON- as: I , , Eq�//Fl "Proold" / 0 /'11/ A 7 1 �':iRi
R01
10
, " / �, / 1 "', /r/,, I/, ,/� I I'll ` R!
, R Jr I`Klljldff� �111,/,: "' I
/
I UVW -- � I 10/1 a, , ,I wi w/[/,/,/ 11 /"/,/
i
0 / 16 , e
,
" , , f
"j.1f, " , " / ,
"I MAP',", , I ,,
- I '� 11,11 "
',��,/"" I 11 I I fl�" ,; I
I, F, / ,1�1111`
I �,Y, ,
,
1=11101011�9, I 11, , / � 011/0 , 11 ), "J's
I
I///, K � I, l
"I,/,//,// A o
'13/r, ,,, 11 � " Am_ ... I, 111`%l,//'I "I ., " /
T /, , ,� �,l j I � ", A . 1,
11 , / ,/l/l/111 ///"///v//" , i, �fIll'I�"I'�fll,?Zlll,l","", ,/ I/ 1,5/6, �/q��,
I
//1 - I I " l , ,�,, / al a`// I
/
I
li
/
, in
// �/ , NOV////
i
/l
E /
iil
;! ""T 0 k�� I r , �,
iiii
AN/1 4 11 , ;" "s , " , 1_/
" , // III, , I",
f
I , ,,,, /,/ / , ,/
/
- , , , // / ,/x
�_ I � I E / , , g � "o ,
I
/
/
Ni
/
E,
/
/
is
C
,
,//
�
�, �j
/�
// g/�
�11
,_ " , , ,'d -, It- 1 , " ,��,Iig,/,// fP
""" ,
ey 11 "I mmi , , " I &
I / &M/1
11 I .... I "' 11 � /1,1� "It ON I w IiIi 1111111010077 Ill �; ""I / , , ,A/l//
,
,� 1� s)
impmom4or " / lil, 1
//1 , , , - 111 / , ll P m, f t R� / ib , I
...,alk. _� Ill, 11 /l ii 11 , �qllll, �.
" I "I'll,
I's f ";AM 11 ,/", is I Alln, I- �
11?� 111//W ",/I 11N;,I(/P ,/ -1 I ': , , ///
/I, 'rer, 11=01 �*- , "", ///ll, l,/,////// - / % r, " Is
/ ,�,//, 'I" IN or r ,,,
" I '" , ,
,,// � Il'A"' '/�� , / ",z") .... . . , , & 111"' " sm, /' ,// ,,//l.11 ,/ 10150711 ":/
I b , /
/ l,/ //�/�q//f�//�//r/////,�//ro//�//���/V I, /I for f,/" I , "), - JU " 11 1111 , " I 11 11�wflw), ,� ''
f� z
,0011111111 " / 116 Iii lall's 'Is"', a * I-41 A
s F o`/I fl�,, II/I I
_/�// 01
IN
I
17RYAWI� IN
--No- , , / I ll,l��,,C�, /W 1, /Fig , /" J
I SIM , I 0 M '' , I /1" Ill"',/l, '� 11 /A
, " � g P"
" "W'.1, , IS 101
, I " I " 5 I", 1111
W I 0160,1,
I/ , I
, ',
I , , I !/", 7f I, � I 1 f", 4 � -, '31 I
, , I I ,/,'�/ I / iii ,
�g
"I ,/,/l//Il YI/ I /'o I at qj",�,/%/" I 9 I a w .
I I - , I - R/ W 01 /// ""'s" 7 f, ,/ / ,
� ,
,l 14 I- � 191, "I //X,// 5,1", ,,�',',"I` A
"'g , � " as -A I I'll, 11
� I 1/111, � G /�/")
ll, "I "' i 11 , 11 I �,il / , '/ it 41 A - 7/21/as
"I C, "g"""`,�''1s11x1 I/Iggg/ - , 1 w 10 , AIC "I If , """
/, ""I'll", I //
,
I'll, g.11111,1111, ////g//o/1//1//' A , iddo I ��, . AW � ,, a �
I , j I ! 111011011 , ,/, go ""'I"x"Ifig,
11/11 , g / 11/1 ,/
if
'S" ',,, S, � W, " "
"
, I )
g!" 11 , , " 15 1010011/1 , " I, � ,� / I �l
" � ,
, , ,/ " " Al / /
,
7��j iio�itwso�i��' " , Ay',"", /,/ " 11 /J, III!,5� ,,� /""" "/ '11, :8, , 'Ii
, I - '
I
I � Ell,' - /F v/// , I., �', / ",///, � //,-
I l , / "',
, ?I I /�/"/ W // l"l iii, "/"",";,// / /, " "'i,
-//ll" l I, I J I ,//,/ 'i"""'p, Ag, 1A w M f,�,�""//,/�����/,�""",/"","� 111'1'1�1i' fIrlitte", __ , , ",
g '' '' - s g r I W//,/ 111 I ,/ " ,/,IV/, � - ww , r/1 � /1
I , E , , fy 170,01111l" 11 / "', , W;,
?I, 10141 % 'u's"g, , 1/JJJ//
I " go� , I o- , /,'g A
440� , o 11/l O/ I 111al , //",/
11 It I 2 "I'll, . " ;i
/
i," /
,
304 , , "/,//, �' j S Ff 's
, , - A; ls 11 a, / /i , ,,* I ":III, A WAIRWAY ,/, 1/10
OF
, � I " I ,
ii
k, ,,�
'!, S /,/// ". " ,�" 6- //, ,
I , S vo , I - ,/, I J."'
, /I , "I 1 11 // "
I
, , I" /11 k / i It, ,, 11 //, ,
// I I!,//" �J/ I /; l�', I ',",",""' / / l/i/`1 I
// , "/, - `?/ " /
// , , I. �
"al", (/ ... r
, , , ,
,
, 1", I " V " k: A 111. I/ , ///;/I v AMM gg - - I g l ..... in 1//l I I , , "" ll,/,� , I ...
I ,// 7 I, /
i " I 1,11111 ,
TAw"', - ", , �, / I/ � � /ag/p, a - i I'll
i
;
, E
" / , p 'M
, C F1 "I", di & - C 111.11,11, l w / & lw
/Em I 11 9 / I ; gy o" � � � I , Im & ',/�, //;�/,F` ,
I'll /
,//
,
r /1g,,,& __ Is - . I, l i: I a,111,11211"', ��Jpd/
, "S I ,"
(� Pre, " "" I I
� I'll, l, `//111'l ia/v v
, " 11/11 I
// // 1/1 l,,,//1 / _// ...
�
- 1 : W, If / l, ig I / / /
1, Is M - 1 " // / is
7 1 I 11 its I I " " , , , , '111 1 "" "01,111" / /0 ,:,
,,,,
/ /
? I / , �i aw a 111//
I
II �, /
I
/, IN I l 'll ,
. -- 4 d ,
,&I f, �� ,/"/ I�, i/ & n as
, �/, E / /
/ , /, Y'l Il . I !
, ,� I
/
o", / / I i1i ,,,,,,,,,
P is I , d/d/d/li.
0 � is I P(
I Y�/ 'w/ e / ///
V pl� Is lI 0`1 / Of' 1"' I I oll / , /I', I F / , ,g, , q
� "I , M"'r !; "O , , Ill I la//F o',ff �, _11
I I, ),/ le e r ,/,,/,I/" a ,//s
I i )11 � ,1�1, "Ill", � - A" /11111/111�,/C/11,� )"
�
L
, ,
Ig
/
/
/
/as
/,
I c ass /,/, /?mv(��///o,?�'
a .., . ,,, s, I j , " , , ///,
/
is 11 / to & a 1/;
]F'11� " g I&v vp , J, JO ,yoll - L " nz, , /1
1, i/ 5
, " I, /Offilly ,
/ I
I
I
"U'l,ga I r, g , ! T ;. IV / I
/I
11
/
El "
I '' I p f1A ,,,'' - ,
�,,i�, ", ii
I
, "I'll-, ,",'om ///,d 't I IP/ S 1/1 I" I I I /
/ I I
"I o"', III
I g?, "I 11 1% ... �ii���!!!!�
I I 1/� "I I I I / ,//, , , ,
I ,
......
......
""777"', """'gl", /,/ " , , I 11, /o, I "i , '' ; " III— I , l
11 11) f
//, , �� /, A , ,,, ,� 'MR 4 / , ////'/ o"we" /
Eg`/-§1 "U/1'L, " &,fii�,, -, n R A
, " " il
/,
f� , 'e, / , ;,", Is in �A, ',W
/ " _// "O g / jp W`
,
/
Tf , "E ,,�, y ,fp, l, ''#/ /
If' g
, "
IF/ 1/1 I I )� & - /
, /
7 )/,//B ,// �,/s , ,// 9/ J 11 " 11
f/ �#/@///R � //" �'�/ I " /( d , , p g ,
- '11 W4 yf
V a ,,, /
/ "I " 1,5 // I'l ,/ /
, I, /
11 I ill 5 /;, 7 I , �? l l ;, IIA'All "I' ///"" , /
I s/ "�ee 11 -1/1111 IM ... I'll I" I - f1d, )"
1 1,I'll �11 1
/, , �, !, 11 W, ,&, 2 F 0 &
F "V A, , - A /Ii r 1400/7' I
s I I 11ii T . z1I, //1'; I , I-P "
I d , 1/0" , ,l, t I I I I 11 /
,& �
" I , i OF 11' I All 7 A / , /I
1/// , F , / I
11 / ,
/�
� M2
I I ; , " , /
, A
/ - ks,, fy'. )/ I
'' 5, , � gy , zlv�l, idd
W- lam 1 " I I 11///1 wn", I , ", I
0]
0! ,,, l
Of I,gl / /, I
, Of), , I All iA !"'JIV I/ ,,,,//,;I/, ��Igi�/X�
i , s r // ?,////, ";/ ia , 110" , //// 1"
// //r
s
,
A . 11 ;/ , � F OF Is! P 1
/
/, 0 /I /I///,
/,
A 0 1 /// 01 ,/�, 911ill
/ I
" , I "I AN `l
I 's/o I " l / Ml , //, I :
I I I & I e ly 1, �, "' I
3I / l" v -&Now- A
UJI, Ig , go, �
/I " 11 ii k.", "'T111111 I 11/
d/1k l,3/W,i`,,//,'//I
SW , ,/?,,,, L ,//
//
g mlri
/ /
/ llg "", ,
PY7 , ! '117 01F r , "' I w f
/
I / , A "I l/ , `�
" ,P
a
;
a
/�
/
A ,/,
11 11 ,'I .107 , 1//i/l. I I 1 700 1 " // � J , ,
/1'l/ /� r, I/ 11 I/ o"
� , 2 I I I -, ///,////
Ads"go' Ia 11,//g I 11mg/' ii ioi/ �e 11 ill! " I " Ll
" ,
, , Aw I/ 04 - mp " " I I'll, r 7 ", " �, V./
, �, i 'ITI,171, (i,/ 'Z/,/,/ ,,, aff7l
, , , /
,
ii , // , , I/ IF
,?/ A
Ig I/ T , ,
" , I ",
", 4
ff,
1 / I ", I l I I,,' ,/ /�/l ., r j)", ",
,� //
I
I
I I A A
" , , ar/l/ / g , 't /r &'.�,,'/, / I � II 4/6.107 , , � ,
0 , /// ,, , ,,,, , ,,� I
ll
I , , 1/1 I , � I I __
, ,//
It I ) . o "I ,'/,
/
"', l;11' �/ - - I .. 1,11a, 'I, , 11 , //// 1111/ffiffiW/F ! or, I MR/11/il`1 . .....
, g / '� , j� 1/1////,
/
s
/
/
� I , � _ I ,
, ,j -, ,
I
� / , t I/ "i, I WI I W, 1/�,'
�
g �% IF I 7 / /l
'g �,, j 11 /,� lFw/.211, o' /
"I I,/ 1,1,
'lls 1/1, "'; "Ill,
I / , �1�11 ;" /" �I%�//, ,�/ , " , " I ON l,lmip , , 1/111
JOW �1 , � 1 4 � 11
/� "
/
a,, 'L�,fj
, I , /,�
is I m iiol , " IxIlf 's li, I
of
,
,
/
, I / / i� ! 0, �,/
If: ,
A ,f, I I fil , , " / 11 , ,/ 11 ,
I
, kW " I , ,a I/ i( N/�//l/t��,//t�,/ "I'll, i , I, "
_10F � , � I ///, I I 'l" /A 1,;
, 11 - , 111WI-11 I 111
11 A " li! , I , 11 , ; ia� 1 , s , , , , / 1`1
illip'l ",///-/ , � lel
/j/ I ot /// / / / /"
/, s , ... aq , ll , i , o g,)/W/ffi1F/4sI "'I', BOB
i i�
// I f ` d I 11 I 0 I I F � n,
/
/I , a
s /,
F / ,a
I/ / /
, ,/
/ I
//
, OF - 11 il , MID "' w I �, I
, I W �?g I RD - Ag I
, 111. I ;111 w 10/1, I
", 'IF ,--- 'If ... T q(
" V/ ( 'im
, "I'm I _/ ll, I "" //, � / ,
'r /
/
11 1111kh"g. , , , ", 14/01 /1 , is, I O
/
, "; ", "I 11,g _', 4" "I / I
I I I I/ // -
'#` /,/, , , , ", "'T : ''Ill , I l: l ll/l/ 14 , "��//, , w ; I ... /A /�, . 1 "_ 11 4
11 , e w- 6- 1 , :',') ,� n", 1
IF l - I 31 .. S ",.,/ �"///��//�/l",
,/ l 0 /I''- / �
vi'm U�,/,/;// low'I" l , j , g F �/� �1, ��,,,,,,In, � ,,, la
/ , A I/ I ,/51 " � 5
, d / " s gpp If ''I I
;i�/11,/ ,/,,,,IF/" , MTOW, I '111 ,I , ,/ f 4, , "",/�,�/" � POPP � :,I
� ,'� /,�o: ll / fd1r, ,/ E"g,
O 11 LFN Ylf � ,,e r , , I PW , , x
��,/, ,,,, g/ , �, " j/d// : If
I " 11 //j "'I/" I , 11 .. /,
1, ,�l , � I /I /Y /111,;/'1/1'/,ll, // " y , "' -:
1 f, , //// I 0111" w ... p ,`�, il, 0�/o, mol, , ,p/n,
" 1r'fIiIlll�" N / I �� I A ,// , ,
I ", ,,,, ,le a , , , ""'
,/ 'All, 11 I/Il
,ga, ,l " I / / /I/ r � is, I
/ � , ,"///, ,,, , / "' l01111 ill /Ill
,
, ,
"a, / I 5 I as
11
I
V/gl _1I � 11 11 /I //, I'll , / ( /o , , / I I / Z' /I 11IN If ")" I I a, . � 1
, T/M
'511 /
110 � , /I , �,Iz
a 11 ""I'll, � 11 1-1 I A N" /:
I 4)", It s
,
N, f'J, flkv, , AN , , ,
,// , , " " , /
" 111/s, :21 I/ 111�/, J, '( g -
Is "'Ok"IF / 1. ; "/;/ ` I/// "I" " I
F I , // , I r 1/1 1/�//" a/1 w I '�
I fy � , I 1 1 1
'IV// 0, 4 " 1/1 at , ��,/� , I I
AGO/ ` "I , ""Al/ / I// I / illp / `// ... 11
'M I ''I "', 11 /// 1'' " , "I
re //g/r/ I " Ig�/" I/
, I
11
// / /, /1111// 11 - � s", ,/fRkl
: I �0 I "I "" /// /1/1 I'd I I I ,
I ",
N, 11, /1, ""'/ . ..... // "///"/ ", 1, " ,/,i��//l/l/i/ , �'
I , rl ...... I � o_ ', /�/g"/,, ///`/ '' ��� ,
ll 11 ; "/ I 7 , T 0 "", ,,/I// I / "'O, � I
sqvi III, A x lb", , / / "' i//isi
Ll, , - ,/
"
/
,
...
ll
, - 1/1 N /111
/
//
/ I /, 7 I I ", "I " 11 1. ,e),
, o's �/ " l,
/,/I It I
/lo
I OWNS ,,�, ,,, I I ,� ,
11
P 11 Al I , � p1r,", ";
, 'fel"I - 7 , I I Ej
, ", ""' .. .... .
�, , 1/1 � " x Al"I z' 1 10 IF 2'/ ,,ip " ""!",
,
1, I M ,11", Z's", !I /
...... . , a / ii ,,,
I .A107, Aw , 11I... I A,
,j s"
lI l ///// ,'_ I,
,; A ,//, " I , / Ili /� � , /)// 1,11i"I", " "
I w /I
d , I I "
'WOR'll /
"' ilI I 0
" ,/",/ ///
a '? ad" I I I I I'l-Or/11,111 .... 1/1'�,�,�,,"/,/,/,/,""""�//// ,,,, ., _.,,</�g/,'�,* " , f, ,/I,,
/� I ,,,,I , , )11f , " 91 l"N", " r ,
,, ,
i/��1/1/1 51 ,A, ,/",l &L/111111111111111l I ��1111 " , -//Y// / /
/ r , ,
/ A, " li.//, ,!"w/r/ Rot"
11
I
I
,
/ "I / "
1 ,
" ", sp I ,�o
, ,/,/ ,/ / /
IF ;y / /
11 mf I /// , "I / ", go 1_1_/1 I I X - I
I , 11. I /0// llyw - Ngs - ,
I I � " I �,go . . . . . . . . 11 � "i", " / ZN
ti
4(r
,� , I v"p, "' //,/I la"ll "I'll , 11
,�Kr
/?/
. 1;,1, , 01 w ll, /Plys I - Al, N ,;/"III // " " I'll ........... ,
"is " gUl 1, d///W , , / as. I
11
a J,',�,///
// " 0 .
, /1P , ff" / " W
/I " A ""/"//, 1* I"
/111 /I " l
// E ,/m
, "I'll, ols"r I A "'
"
,;iR � I ll, gOR &/(/"/�/ .,/Ill Ad / / /
I , 1 JY' " S, / , " faw / / ,//I l //1/ `,' '/
11101 ',';I d'do/b/ " # I wIlllli, lg'l I
AL I �'/ I �'
-1 r/ I
'If
, , A I � 11 ll " / , " r/"/"
, / , I ... g, I I
, I/ // , ri , '::' :,': ,,,� 'r , " /// I / si , / ,//! g ; / v
, , "; ,//, ,,,,, /, " ,/,////""///// , /.// illl//� / / I "
"' ,, Ox/ �l 11/10/1 , " I, J, 4 l
F
1, " " w as ;
" : , 11 /, , 101" /,/, , , I - , " ,�,fil , I I ifflF, - " 2 - "I Ev, ". he I�
I's 'g - "'g, / I . I "I'll, I 1 Sig 111 ,
, 4 I SP`1111" 7 rf I, ,, �
11// I, , /, _7 - ww�d lel'/' ffl, 11
31/110 z 1 .. I ,
It is I - & , s "' I'll ,
,
a
/
/ , I ,is i ,/ ,/ l �, #/I
/ /I "//.
, 1� I 3/11 A 511 lay ammcIsl 'r , , I " I
" AN //// � / E � 10 / ,,I, lip " I a 0
"l, I ///////� ad , '111'�,/ /, I - I-
"
I , " , I'7111 �,g / / it / I Y & a- da" s"1111,
, /�g
I , I/ /// r!,
...... /, :001
, I 1�1 I /I /I/ 1, , , ''I'll I
I "I I:: I'd I � , ,/C ",/ 1/1 �� �" , SEA,' dppoliq
I I I 11
, I
11 P, �,/Ill "Ar , 11 it�
ox C "
i'� Ar I/ 14% , , I Is' 'I/// /I
/
,I ..... /l,I, /11 s ,
, "I I i , , I ////// PC , I, I 1111F I , "''
I , /// , Ill, &'I, I , ,
is ll//
" - " I" ,� I C ////,
,/ a/
,
� I ` " " I a" " , v " - 1� / /
"//' I I / ac /
/
,,,, //
/
/
/ ,/
" ,,� ... f" , ",
, , //1 ,/, ,q* / / )ijiilolll�'I�f711, , ... " IN,/ lip 71 - , #11111 1/// g`1/gA!/,/l 5 a 11`1/11 ,/;,/;/�/�/�,�//,/��//��//�/�/////,',
,/ /
10611 "I "'111111 ,//( ,
,
I / - An %, A OW/A I I "// - g I , I ,gyam I ,J
// I
/
s
/
", Ell , I,
, Adfm AFE"W, ',///,
,,,,,,,, ,,�// -1(1'i"'f,f" w. 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.
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.
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
Severit�
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 St at 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 %
ru=rroperty Damage uniy, H= iype H kincapacitating injury), ts= iype is knon-incapacitating injury), u= iype u kpossioie injury), r= rani injury
B A=Angle, FO=Fixed Object, FTF=Front=to-Front, FTR=Frontto-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.
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.
Cn-0 Cn
�
o 0
Er
cu
0 0
o O)o
� Q �
~ O O
Cn
CN
t�
IY�
C10
um
li
to
:)
6
�wllll
lllw
CIO
cz
11°
u
III
CD
Y^^�
.....
IIIIIIII
O
O1
IIIII
E
CO
co
co
Ir-
00
O
N
�
� Q
O
co
~
O
N
Cm
°O
O
� M
C
W
�
�
V
C)
C)
Cn
CD
Oco
N
00
L
0
N
O CA
cm
N
'
Z
N
N
w
L
CL
CD
U
M
G)
(U
Q
C)
CU
>
�
�
0
UL
cn _o a)
:t=f a) 0
cn -0 0
cn U �
Cll
CD
CM
N � �
O � �
� � O
Cll
.2) Ca
to >, ♦--�
> (�
M O
_cncn
a O m
CU to Cll
U cn U)
Ca O CD
M-0
0 a
ca
-+--.
a) CM (Un
ca .
�--� cn O
U) Ca �-_•
_N Ca
U L U
0 0
Q Cll
O
C9 CU
a)
O
CU
O � �
Ca U
O � �
U)
CD Ca
0 cn
(ll CQ
Ur O Cll
O
W
� � N
O U
�. ct
0 'cn
Cn
CO
4 -�
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.
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.
m
E
E
cn
.V
L
cQ
—
J
LO
i
-_ C
Cfl
co
00
L
iV
O
O N
O N
O N
(j N 1
O N I
i
♦"�
Q LO CSQ
LO
N r
C6
Q q co CV
Q N r
ti
Q 00 co
Q M M
oo
�
co
>
O
M
a N
(M
O
N co
LO �
1l
c� M
a LO
M
c�
LO , �
r
Lo
a CO
�
ti 00
CD �
o
C-
Q
a
a
a
a
a
co
JQ�M
QM
mom
m��
mN�
mC6
V
O
m N CDm
M
m
m 00 �
m (37 U-)
C.� O coiQ
N
N
N CN
o_
Q
Z
M
Q M
ti
rco
Q CO M
CO
Q O
cn
m O ti
m N O r
CD
m N 0
Q
O ...�
ti ....
co ...�
I
�
N
a
o
O
m
m
m
m
Z
J
Q m
Q ti coo
Q �
O7
m 0 00
N
m N 0
I`
m N
�
�.i
N
N
Q
C'
' i
V
0o
0 O
Liz
6�
M
N
CIO
0 O
M
M
ti ti
CO
0 Ln ti
cn LO
Lf� 07
G�
Z
O
CO
. m N
0 0 LO
LO
°O � N
O
to
N r
O N
O
O N C6
0 N Lr)
N
M 0 Ui
O M CO Lo
LO
� 0
O co LC)
1�
CO
CO
�
�
>
N
0
W
W
ti
O O
O Cfl
LO"
N O
N O
J
W co (n
W ti o
M
W ti O
W M m
W O
M
W O
M
CD N
co
co CO
ti N
ti
ti
J
m
O
";I- CO
O
ti ti
j
cD ti
O
o c0
Lo N
LO _M
N
!Q
M
N p~j �
M
N CD LO
O M
� �
M M
:I- 0 LO
ti cnM
M L
�
co N�
C0
-0O
-4--•
LO
Lf7
LO
U')
L{)
U-) N ..
II
U)
co
o
0
0
0
0
0
A
w
J
c�
0 CO LO
0o
� LO LO
D� LO
Ln Lo
0 co CO
M
0 CV co
N
co
O
Ca
M
Ca
Ca
Ca
�-
•—
a�
o) M
a)
o) M
0,) o
O)0
O)0
O)0
p
cn
C
C
JO�
C
LJOU)
C/)
m
V
ooJoU)JOU)JOU)
JO
FD JO
O
O aJO
aJO
V
J
D• -
a)
Ja)
-
cc
• � U
a
� U
oO
• � U
a
• U
� U�C)
0
•
CZ
m-
� c
O
=� �
O
� �
0
LO CZ
Q
LO�
LO
LO
LO
LO
Rill
W
W
w
0
W
0
co
W
c
W
co
cc
m
L
cc
•=
Z
~
•�
Z
cn
H
W
N
N
W
N
N
r
Im1
oo":%
O
�'i
E
E
cn
.2.11
0
cn
0
a�
a�
J
LO
i
-_ C
C�
O7
N
U')
N
oo
m r
O
m N
Cfl
m N
i
m
m Ln M
m M
M
m I` CD
N
C� O CO
N
co
co
V N M
N
N
N
>
r
m coco
r
Ili
m M co r
M
m Cfl M
Ili
m M, N�
_
0 O N N
V� N N
CO
N
N
c
o
J
co
m N
co
m N N
m U-)comN
co
co
m mI,,-
co
m 0co
i
V�
I�
m Lf�
Lc)
m
co
m C6C.�
co
I--
COr
co
C.� N co
o
N
N
L.
C
C
Z
O
O
- M Ln
m Cfl
OO ti
-
m
O Lt'�
- ti CD
m
M C�
. co O
V M �V
O
- O N
N
00
- Lo N
V N��
C
O
r
N
m
Z
J
m LC) N
M
m 4 N
I`
m Ln
IV-T-
m 0 co
M
O O
T-
C.i O N
�
V
T-
N
N
C
CD
�
'i
V
N
m A
O
O
m Ln OMO
M
m LO
qr-
O
m ti
O
m CO
m �
Z
N
N ti r
O 0)
O 00
N
M N r
O
ti r
I` r
O
r
m CO r
O
r
m COE r
�
cn
�
m
O m
m
m
m
m
C0
J
Q m
m m co
Q M
Q� COQ
m cn
cn Cfl
G
�
�
M
mod
O
mMU;
CD��
m��
Q�r
Q�0
00
Qm00
_0
F
M N
- O O
oq co 1`
m M N
00
m 0 0
N
Q cn 00;
r
Q cnXO;
Q Mm O;
a
m
m
m
Q
Q
Q
n'�JQ0m
cq mCN
Q0�
QcoN
Q�'N
Q00N
p`-
ca
`- ca
`- cU
`- ca
`- ca
`- ca
AW
.—
0) 0
0,) 0
o) 0
o) 0
o) 0
p
to cu
U) TJOU)
cuIOU)
mIO�
LJOU)
m o
C�
to
O a� J
O a) J
O a� a) J
O a� a) J
O a� J
O a) a� J
v
J 0
J 0
J 0
J 0 :
J 0
J 0
c
O
O
O
O
O
O
� m-
� c
= ca-
--F= C�
0
Q
Q
Q
Q
m Q
0-) Q
W
W
W
0
co
W
c
W
GC
cn
co
.—
U)
i
t�
L
t�
L
L
O
C�
J
lc
F-
�
m
0
w
F-
�
m
G�
O
p
O
p
cn
W
N
N
W
N
N
N
O
;i
L
E
E
co
V
it
0
C9
J
LO
-
i
— O
i V
O
O
ti
iV
N
V N
V co
Um
L6
M
M
co
O }a�,
i
i
cn
V N M
N
U N
p M
CO
"'
co
"'
co
co
CO
G'
O
N O
V M N
OO M
V M
Cq �
V M N
co
D
L
C? O
m� CO Lo
r
C9
W O M
>
N CO
M N
N CO
M
N M
O
LO
O
CO
0
V
V
V
0
G
J
m
m o0
I`
m o0 c
I`
m o6 00
N
0 CO�
ti co
V co S
CO CO
V M S
CO
CM
V
O
0
or
M 0
m M 0
m M
Co C-0 N
m C9 co
m V- co
0
Q
c
�
T- IV-
�
T- IV-
'r-♦.+
O
O
F
--ft%
COoo
I` cfl
m,�rm���m��rC�N�NVNOMVNOM
O to
. co to
OO
. coOO Cfl
---%
m
M �
ao coOO nj
O N
. O
a
Z-0
i
N M
N CO
M
N CO
O
m
t�
C.�
m
-aC�
Z
H
M O
00 ti
M O
0 ti co
M O
C.� I` O
V? co
p CD
CD �
W O E
� CD
W O O
0.0
N N
N N
O
C'
i
V
CD
C� co �
N
coo
V
co
V��
N
co
C� N O
N
C� ti
C� N r
N
M CO
V
N
N
0
Z
�_
coN
O
C� O
N
� Lo O
C� �
I`
CD M O
V COC4
-
00
C� oo ":I-U
O CDDD
00
O 06
U
M
co
M
CD V
M
N N
N N
II
u)
0
O
-:I-
J
C,� — CD
CD
N
C� CD CD
G
M
M
M
M N
co N
M N
i�
mCO CO
O
m��
M N
m j O
cq co
U N M
O
U N M
L
U N M
!�
i
O
� m Uj N
m CD CDm
00 co ~
CDm
� � �
CO
N O �
m M
� M �
m LO M
� ti r
o M �n m
�--•
N ..
CD
N ..
N
N ..
N ..
N
N ..
N
II
cn
Ca
m
0
0
V
V
V
W
n
J
O
Co
Ca
M
Ca
M
Ca
A-
._
_
4-=; N
O C)
N
O 0
N
O C)
N
O M
N
O 0
=F. a)
O o
O
to cu 0Cf)
gJOU)
cJOU)
—D
igJOU)
�JO�
�JO
V
to
O 5 a� J
O 0 a� J
O a� J
O 0 a� J
O aa� J
O FD a� J
V
J D N
J D
J N
J D
J N
J D a)'
• � V
' • � U
' • � U
' • � V
' • � U
' • =3 U
c
0
0
0
O
0
O
ca-
ca-
0-ML
O
LO Ca_
LO C:)_
LO
LO
LO
LO
M
W
W
m
0
W
x
W
c
W
�
W
t
E
cn
co
li
N
L
C�
L
�..�
m
F-
G�
i
O
Z
p
H
O
Z
p
H
�
•=
N
M
M
,�
M
M
W
N
N
W
N
N
cr
0
a
a
M
Imi
oo":%
0
;i
ca
E
E
cn
a�
.2.11
0
cn
0
a�
a�
J
LO
i
— 0
i
00
Q ti
m
Q ti
Q O7
07
Q CD
07
Q coQ
00
O a�
i
-0O:f
V v v
V v v
V v v
V v v
V v v
V v v
G�
m r
m Ln
°r°
m CO
C� M CMC�
Ln j �y
C� Ln Lo N
>
M
N
CV
CV
CV
C0
m
m
m
V
V
V
c
J
m Ln 00
N
m O M
m O Ln
C Ln �
N coN
C� C4 O
CON
U 6� I,
t
v v v
V v v
V v v
V v v
V v v
V v v
O
Q
C
QU
O
_ r
Lc)
CD
O
M
1`
Q
Z
m r
m
m � r
V N CO N
V M CDN
V N� N
Q
D
O
m
m
m
o
0
N
U
N
0
m
a
Z
J
n n n
n n n
n n n
n n n
n n n
n n n
CL
C.i
--
=
0
CD
-=
V-0
E
Q� C�
o
Q Cfl
Q 00
Q �
Q
Q cc N
AW
�
E
0
Z
r
N 00
Q ti N
r
O O
Q� cnQ
Cfl
ti
co CI -OHO
O
I—Ln
Q O O
Q�
Q co
N Ln �
Q 00 I 00
�
�
cn
�
Q
Q
Q
Q
Q
Q
0
J
Q C
CD
Q O
Q N
Q Ln
oq
Q
Q N
i
co
i�
J
QcoM
QcoM
Q��
QLI
Q��
QCDti
0
00
Q m O CO
CO CO ....
1`
Q CO ti Cd
CO CO ...�
Q C ti ti
ti ....
N
Q N Cfl Ln
Ln ...�
O
Q O Ln
Ln
1`
Q~ to
c
a
a
a
a
a
a
Ca
n
1U
J
CD CD
QCDC-0
Q��
Q �
CD
Q�
QCO�
U)
0
`- co
`- ca
`- Co
`- ca
`- M
`- ca
AW
a)
=F. a
a)
=F. a
a
a)
0
to cu 0Cf)
g JOU)
c JO�
—D
g JOU)
c JOU)
mJO
C.�
to
O 5 a� J
O a) a� J
O a) J
O a) a) J
O a� a) J
O aD a) J
V
J D
J D
J
J D
J
J D �
>�
' • =3 V
' . =3 U'
• =3 U
' • V
' • =:3 U
' • =3 U
�
�
0-ML
Q
Q
Q
Q
Q
Q
M
W
W
W
(n
W
c
W
�
E
�
W
t
s=
cc
cc
cn
m
co
O
. -
s=
cc
��
H
w
�
j
J
H
m
_
ca
H
m
_H
cv
G�
i
�
•=
O
Z
p
H
,�
O
Z
p
H
N
M
M
M
M
W
N
N
W
N
N
cr
O
a
a
U
N
.cz
U
O
cn
CIO
O
cn - c __
Q
0 O
E r
0 0 �
Q 0-)o
Q
0 0csq
cn
0
t0
L
E
E
cn
c.�
cn
O
■
J
m m
LO
H
E
Q
N
N
r
O
O
O
o
a
a
a
a
a
a
JQ�o
Quo
Quo
Quo
Quo
Quo
0
o
O
CL
z�
�
Q
L
>,
0
0
mz
J
■ ■ ■
■ ■ ■
■ ■ ■
■ ■ ■
■ ■ ■
■ ■ ■
V
■ -
0'
L
L
Q±
O
Z
r
Q CO O
r
Q CM O
t0
Q co O
N
Q N Lo O
N
Q N� O
Cfl
Q CO Lo O
cna
a
a
a
a
a
o
J
n ■ ■
^ ■ ■
n ■ ■
n ■ ■
n ■ ■
n ■ ■
c�
C/)
CID
A
W
J
■ ■ ■
■ ■ ■
■ ■ ■
■ ■ ■
■ ■ ■
■ ■ ■
Q
-F= (D
--F= (D
--F= 0)
=F, 0)
mF, N
--F= (D
_
0
AW
m
CD o
U
C� �J0
01) o
N U
LU 0
c:n o
a) �
�J0
01) o
N�
�Jocn
cn o
N�
mIoU)
ODo
N�
mIo
C.�
O� a� J
=3
0 a) a) J
=3
0 a) a) J
=3
0 a� J
=3
0 a) a) J
=3
0 a) a) J
=
J o
C)
0
o
C)
M c-
U
• . U
• . U
• . U
• . U
• . U
• . U
0
0
0
0
0
0
O
Q
Q
Q
Q
Q
Q
W
W
�
W
cn
W
W
v
W
v
.
cn
cn
H
N
v
co
v
O
U)
a�
0
0
0
~
}+
♦"'
N
N
♦"'
N
CV
W
N
N
W
N
N
cn - c __
Q
0 O
E r
0 0 �
o 0-)o
�Q�
~ 0 0csq
Qcn
oo":-
t0
L
E
E
cn
c.�
cn
O
J
LO
ca
H
E
O
O
O
t
0
o
0
Z
.
O
ui
.
r
N
Q
L
�
a
a
>,
0
O
In
�
z
J
QP— LO
QLq M
Q
V
0
.—
i
�
�
Z
0
J
i
m 0
0
Q O 00
CD
C/)
m
Q
LU
U)
rCL
A
•—
0
01)
0
0)
M
0
mU)
c J
O
U) ca J
O
V
LL
O N �
J
O NG
J
to
O
O
c
0
Q
Q
to
co
�
s
w
s
w
cn
cn
O
--
♦"'
w
H
H
U
cc
is
i
cn
H
H
�+
N
M
CV
M
w
N
N
Ecc
V
V
CO
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.
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.
}
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.
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
TECHNICAL ADDENDUM
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
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
APPENDIX A
Photo Inventory
r
m
E
i
J
t
v
m
O
L
m
cn
L
O
L
V
m
O
Z
O
O
J
m
E
J
t�
m
O
L
CL
CL
m
AW
cn
L
0
E
0
O
L
V
m
f+
O
cn
cm
O
O
J
0
a.
O
O
AW
O
a.
Q
x
CL
CL
CD
cm
cc
a.
O
}.
O
Q
x
13
4)
CL
CL
L�J
/W
V
m
L.
W
AW
OR
MENEM
E
O
L
I.L
O
a
O
L
m
m
O
cn
0
O
J
CD
C�
m
L
W
cn
OR
I.L
cr
r.
O
a
O
L
m
m
Mt
O
z
O
O
J
CD
C�
m
L
W
cn
OR
E
O
L
I.L
O
a
O
ea
m
W
O
O
J
CD
cm
cc
a.
O
O
AW
O
Q
x
INIMMEME
13
CL
CL
I
r,�
CD
V
i
L
f+
r.
W
4)
4a
MENEM
O
L
f+
cn
L
Q
O
L
V
m
m
Mt
O
Z
O
O
J
V
L
i
W
cn
E
O
L
cn
L
CL
E
0
_O
ii
f+
CD
O
O
J
CD
0
MENEM
i
W
cn
.ENEM
CD
E
O
L
vI
L
CL
E
0
0
O
W
O
O
J
CD
cm
cc
a.
O
O
AW
O
Q
x
INIMMEME
13
CL
CL
I
V
i
L
W
4)
cn
m
L
O
Z
MENEM
OR
CD
E
O
L
I.L
i
J
O
L
v
m
t
O
cn
cm
O
O
J
CD
v
L
W
cn
t
Mt
O
Z
CD
E
O
L
J
O
ca
t
O
Z
O
O
J
CD
cm
cc
a.
O
AW
O
Q
x
CL
CL
I
CD
V
L
i
W
4)
AMEN
.E
MR
CD
E
O
L
N�
I.L
i
J
O
L
v
m
t
O
cn
cm
O
O
J
CD
v
L
W
cn
_0
cm
MR
CD
N�
I.L
i
i
J
O
L
V
W
cm
O
O
J
v
L
W
co
CD
E
O
L
I.L
m
E
J
_O
m
W
O
O
J
CD
cm
cc
a.
O
AW
O
Q
x
CL
CL
I
1
V
m
L.
W
O
E
O
L
I.L
m
E
J
O
L
C�
m
m
W
O
O
J
t�
L
W
cn
t
O
cn
4a
m
m
E
J
O
L
V
CD
O
O
J
CD
0
r.
L
W
cn
O
cn
E
O
L
I.L
i
J
_O
m
t
O
cn
O
O
J
W
cm
cc
a.
O
AW
O
Q
x
CL
CL
I
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
APPENDIX B
2025 Traffic Count Data
X
W
QL
QL
El
L.
LO
j N
Q O
N
0
N O
E ••
Co a)
Z OZ
�U N
O�Co
U c/) (3 n
U)
U
C
C)
N
co
� N
.�
0
>
M
.0
N
0 i
�--�
cm
^E
cw
i--+
_O to
" �.
�
�O
.00
CC
G
L
_M
Q
C)
N
cn
�
0
C�
O I
00
1-1
70
-0
Q
Z)
m
Co C
}, O
U) (.0
L I
4-N�.O
LO ON0i 2
� ti
H
O
r
O
Lo
F7-
Oi
CN
m
1
O
o0
tico
N
N
00
LO
ti
N
'
1
L6
c.0
�v
O
v
C
M
't
LO
LO
�
Lf)
�
CO
CO
Cfl
CO
CO
CO
Cfl
LO
M
O
O
L�
O
H
Q
LO
N
O
co
O
M
co
I
�
co
O)
M
Cl
It
M
LO
O
I
N
rl-,
f�
00
O
Il-
O
ti
r
O
O
co
LO
O)
f--
O
0o
O
m
00
co
CD
O
,
O
O
N
N
r
N
r
N
CV
O
O
O
O
Q
Q
M
r
M
r
M
M
O
N
r
C0
CO
M
ti
LO
ti
N
O
N
LO
CO
N
N
CO
M
CO
~
C)O
N
N
r
co
CD
O
O
O
O
E
O
L I_
O �
Q- �
M
r
co
r
N
N
f�
N
M
00
CO
N
ti
N
CO
U*)�
N
Ln
LO
m
;I-LO
M
CO
In
M
N
CD
LO
oo
Cc
LO
fl-
O
LO
CO
N
r
CO
LO
ti
LO
r
O
r
r
O
CD
O
O
O �
W
N
CO
ti
ti
LO
LO
co
M
CA
,
LO
r
MO
M
In
O
M
ti
00
CD
M
M
m
~
CV
r-
LO
0o
r
C:)J
O
r
r
r
r
r
N
N
r
N
N
r
N
O
N
N
Cvy
N
r
O
CD
O
O
O
O
O
O
O
O
O
O
r
O
O
O
r
r
O
O
O
r
N
N
O
O
O
N
O
6
O
r
O
O
C)
O
O
O
O
C7
O
CB
0
O
N
LO
N
(0
N
CO
M
't
C)
CO
CD
f—
CO
't
LO
�
N
r
r
O
N
r
N
LO
CO
00
f--
O
M
It
LO
N
CO
LO
't
It
0')
U)
LO
COO
OM
1
M
O
00
00
N
N
M
O
O
C?O
C)
Q
s?
r
r
r
r
l,0
r
r
r
r
CO
N
N
N
N
0')
N
N
N—
0')
M
N
0)
r
r
Q
�
N
N
f�
N
LO
N
N
M
"t
M
00
M
CO
M
r
N
N
,
M
In
t
CO
N
I`
r
ti
0')Cfl
ti
ti
C)
CO
C)r
C0
cD
N
CO
o6
m
00
LO
00
N
m
LO
C)
O
O
C)
r
r
N
N
N O i
CA
LO
C�
O
O
00
00
O
00
(+)
LO
N
r
O
N
r
r
N
r
LO
O
r
O
00
0)
CO
r
r
LO
r
O
O
r
co
O
r
00
O
ti
0)
CO
r
M
M
r
r
00
r
r
M
r
CO
C0
N
N
N
M
r
LO
N
(.0
r
N
O)
O
O
CO
N
CN
O
O
O
m O
z
c-
r
M
N
M
O
M
O
O
r
CO
M
I--
N
LO
M
M
N
m
(o
�
O
Lo
't
00
ti
O
r
N
O
C)O
C)J
L
:3
O
O
O
O
O
r
O
O
O
r
O
O
O
N
N
r
O
r
r
CM
(0
N
O
r
O
CO
O
6
O
O
O
O
O
O
O
O
O
O
C6
N
O
CD
N
f-
C)
N
N
00
47
O
CDC)
O
cM
C)r
C)f�
1
r
CD
r
O
N
N
I`
M
r
O)
r
CO
M
d7
C)i-
1
O
C)
00
N
O
O
O
M
O
O
O
O
QO
r
r
r
r
r
r
r
r
r
r
r
r
r
r
N
�
a7
N
Q
Q
I
r
r
r
r
f`
r
M
LO
LO
r
�
r
LO
r
LO
r
O
LO
,
CO
N
�
N
M
ti
N
CO
N
,I-M
M
M
LO
M
N
M
~
M
O
M
Cj
M
N
r
O
O
O
O
O
O
O
r
r
L
j
N
Nt
0')
M
M
U')I
M
LO
It
M
It
O
CO
I
�
,
d7
It
r
It
N
It
LO
I
�
CO
It
O
�
M
LO
C)C,,)N
LO
CO
r
N
M
O
O
r
r
r
r
o0
ti
CA
N
O
C7
(U
J
CO
M
f�
N
CO
I-
N
00
M
N
In
LO
N
It
O
O
M
NU-)
In
00
r
It
CO
M
O
LO
'tr
CN
CO
N
ti
CO
r
(
ti
r
Lq
C,4
M
CDC:)
O
C7
C
L
CD
C)
Q
Q
CD
CD
CD
C)
C)
C
1
(]
Q
CD
CD
CD
C)
CD
CD
CD
n
Q
C)
C:)
C
1
Q
1
C)1
CD
1
0
LO
LO
r
M
O
N
r
N
CO
O
CO
I--O
't
CO
W
f—
f—
M
M
00
00
CO
O
O
C)
CO
00
O
I`
CO
CO
CO
CD
O
00
O
M
N
't
C)
LO
C)
CV
LO
co
~
M
LO
ti
LO
00
r
CD
O
C)
Q
co
M
N
O
r
Q
O
a0
r
LO
r
f—
In
�
r
I
r
r
N
00
r
O
Il
,
W
r
CD
N
U-)
r
N
N
LO
I�
O
r
00
r
CO
r
00
r
M
(\
LO
C>
O
r
M
m
Cq
LO
N
r
C)q
O
C)CV
O
N
N
� C:
a0 L
M
N
m
CO
r
CD
m
00
�
00
N
LO
CO
CO
f--
It
N
�
f--
CD
O
.I -CO
00
Cl
00
N
CO
I--
LO
It
N
r
r—
CO
r
ti
M
r
CO
It
r
It
LO
N
r
O
ti
N
00
N
�
LO
r
C9
00
r
ti
O
O
O
C:)
m O
co
00
N
M
w
�
r
r
ti
r
N
LO
O
r
r
r
00
r
f�
r
CO
U-)
,
O
M
M
N
�
M
Cfl
M
co
N
r
M
N
r
N
LO
N
CO
N
LO
m
r
M
co
O?
Or
f'—
M
LO
N
CO
CV
M
CO
co
r
C:)
O
O
C:)J
O
O
C
L
Z3
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
CDCD
CD
C)
CD
CD
_
o
z
�
U)
L)
~70
Y
Dco
_006
0
O
~
Q Q Q Q
o LO o LO
O r M
�
Q Q Q Q
o LO o
O r M
�
Q
w o LO o LO
O r CO 't
�
"
o � o LO
O r CO �
�
H
�
C
C)
o
L
p
J
O
(6
C:
O
ti ti ti r-
p
co 00 00 0o
p
m
O
i� i�
O
Q
o
o
M
U
*
Q
m
Q
a
m
o
O
M
L.
LO
j N
Q o
E N
M
0
N o
E .. cO
Co��..
Z OriZ
cm
Co
U c/) (n n
O fn
V C9 s`
C �
U)
cA Cj -�
i Co
4-5
M -�CO N
-U
�w C:�
-I--
0 cA
U)
�o °�
Cow =o
2
+-+ N O)
Coo =rn
= 00
C� O It
�\
Cll ~
00
1-1
CU
70
-0
Q
Z)
m C
Co C
A.-P O
U) ILO
L I
— O
�NLO 0i 2
� ti
0
CM
ti
cu
a--+
cu
0
O
2
W
W
W
5�
G
1
r
U-)
O
LO
ti
't
LO
)
i
ico
N
M
M
r
u,
CO
C")v,
CD
C:)v
CD
C
N
O
r
H
O
co
O
O
LO
r
co
O
O
O
O
Q
M
M
r
t`
C)r
O
C)
C)
Q
Q
r
CO
O
op
N
Ln
It
O
O
C)
O
O
C)O
O
O
O
O
O
O
O
O
r
U) -0
L I_
O i
Q
N
N
ti
N
00
N
r--
N
�
r
N
N
M
O
r
O
r
C:)CDO
O
O
CD
a) �
W
0
N
J
r-r
00
ti
N
N
ti
O
o
00
r
C:)C)
C:)C)
C:)00
O
O
O
O
O
C)0
o
0
o
0
CD
O
1
O
1
~
CO
co
M
rl-
m
pN
Q
s?
N
r
M
r
Cfl
r
CO
r
00
Ln
a7
N
OMO
O
N
Ln
p
oO
co
O
r
O
O
Q
O
LO LO
co
co
M
N
Cfl
r
00
O
O
O
CD
r
N
O
r
OO
r
(n -0 i
0')
CA
00
0-)r
U')
O
r
r
LO
CO
lf7
N
0
r
00
M
r
r
O
O
L
H
N
O
m
00
N
C)t
m °
z
0
M
M
O
00
rl-
00
o
O
C
O
C
JN
O
C)
r
CD
L
:3
O
O
r
O
r
N
C:)O
O
O
N
O
r
O
6
O
r
O
O
C)C)C)O
O
O
O
F
(.0O 0
rl-
Or
00
O
O)
O
I
N
ti
O
N
M
p
r
M
N
LC)
O
O
O
O
Q�
Q
r0
0
Q
r
r
r--
r
Lo
r
t
r
r`
Lr)
M
00
N
00
(Moo
00
N
O
O
O
O
O
O
O
O
OD
LSi
j 0 L
Q �
M
LO
M
In
M
t
r
CO
N
�
0
r
N
(.0
CO
M
C'7
r
LO
O
C:)O
CD
N >O
I �
C\lN
O
C)Lq
O
r
LC)
C:)O
J
(9
't
co
V)
r
O�
r
m
N
O
O
L
CD
C)
CD
CD
C)
CDcs
O
pp
O
O
O
O
O
O
~
O
N
r
N
CO
r-
"t
O
O
N
C)�
CD00,
LO a)
r
Cfl
00
N
LamO
co
LOC)C)C)Q
SZ
N
N
r
r
00
O
r`
M
Q
ti
p
M
O
N
00
LO
M
O
O
O
O
r
r
r
r
CO
I`
M
00
O
Lid
00
O
C>
70
70 c
(C) L
r
O
O
00
N
LO
CO
Cfl
00
O
M
(D
M
U)
00
00
00
Ln
O
N
CO
ti
p
O
O
a)
m O
CO
N
r
r
r
r`
CO
CO
p
(o
M
a)
r
r`
r
O
r
r
r
N
LO
M
CO
Cfl
N
Cfl
r.-:r`
O
CO
M
r—
O
O
O
C:,O
C7
i
O
O
O
O
O
q
q
O
p
O
CD
C)
CD
CD
~
U
o
+�
L
-
a)
U
~
U
m
0
C
°
O
O
CDCDo
M 't C)r
o
L
�a
O
=
a
a,
J
J
aa)i
U
C�
f� f� 00 00
Q
o
U
-0U
Q
o
0
N
El
LO
j N
Q o
E N
a
Q)
1�1-
N o
E ..
Co a)
Z O�Z
�U-t-, N
O��(o
Ucncnn
Q)
Q
Z)
U
m C
� _0 C
}, O
U U ILO
L I
�N ' O
C i -
LO M ON=
��ti(D
O
CM
14
cu
a--+
cu
0
Z
W
W
W
5�
G
1
a0
ti
N
co
'6`j
N
r,:cV
O
O
O
co
co
CO
co
O
O
75
Q
O
r—
T
O
m
m
O
CO
M
M
O
M
6
M
O
O
O
O
O
0-
Q
O�
Lf)
m
N
N
d�
O
M
r
N
O
O
O
O
O
O
p
N
_M
O
M
O
O
U
L
Q M
M
In
CO
In
CO
Ln
M
(fl
co
ti
cQ
M
o
O
O
O
O
O
O
O
N
O
M
O
N
O
O
O
O
O �
W
J
m
r
o
CO
m
N
r,-
NC)
LO
N
o?
CM
r`
00
0
Or
M
r
o
r
CD
0
O
O
0
O
O
O
r
O
T
ll'
CDO
O
o
N
o
T
0
O
O
r
O
O
O
CDCDCDO
O
O
(B
Q
LO
N
w
CV
It
N
N
N
O
T
O
d7
M
LO
O
CO
O
r
CO
O)
O
O
00
O
O
O
O
Q
Q
O
�-�
N
ti
r
ti
M
ti
CO
ti
00
O
N
T
CO
N
r
co
O
lf)
O
O
O
r
M
O
N
ti
O
O
O
O
N 0 i
cn =
o
O
w
o
m
CO
M
M
o
�
m
o
r`
ti
m
M
o
M
Cfl
CO
co
~
6>
O
O
O
r
T
r
T
r`
CON
o
r`
O
O
CD
O
m z
ti
O
M
00
co
't
wO
O
(=)O
O
O
JM
Cfl
o
—
O
r
O
O
L
O
N
r
O
M
M
O
T
CSO
LO
M
O
M
O
O
r
O
O
O
O
O
O
O
O
O
r
O
(N
M
m
M
"
T
T-
N
�
O
r
r
T
M
N
M
COM
O
O
O
O
Q
Q
-
T
r
O
Q
�
M
co
r
r
LO
o
0')
r--
r-:
M
O
O
O
N
cM
T
N
4
o
(0
MC)
O
70
L
Si
O L
Q-0 =
N
;t
O
't
co
-t
O
-t
N
00
~
C~
00
(O
N
�
M
co
Cfl
T
N
T
T
O
p
NOO
o
a)
J
LO
In
00
"tM
r
CO
T
co
M
r--
O
00
=
O
Lo
r
�
O
N
N
r
CO
O
O
O
O
L
CD
O
CD
CD
O
o
CD
O
OO
O
O
'
O
'
O
'
O
'
rn
CD
o
00
co
CO
co
CD
r-
CO
'
00
O
o
M
C !
if )
N
M
O
N
O
r`
0-)M
o
0
Q
Q
Ln
r
N
N
M
r
00
T
t
Cq
O
00
N
't
Oq
N
ti
CM
N
r�
N
O
O
O
O
O
O
0
Of
0 L
O
o0
�
tiILO
O
Ln
ti
O
OD
Lo
r
N
M
Lt7
N
M
CD
O
CD
CD
m O
CO
LO
N
O
LO
J
I-
co
CO
co
M
N
r
N
r
O
m
N
O7
O
co
T
r
m
r
M
O
O
O
O
O
O
O
i
O
O
O
O
O
o
o
o
OO
o
CD'
O
'
CD'
CD
'
F
a
c}a
c
U
o
.L
a,
cn
E
��a
Z
Y
U
U
O
-O
0
m
0
C
O
O
O
V
�
OM O LO CD M
Ln Ln
O
~
O
Q
+
O
_�
a
O_
J
J
o
-0
O
N
o
0
+�
U
(6
fn
O
0+
w
O
U
U
�
Q
m
m
Q
o
0
co
tiAl
El
L.
LO
N
Q O
E N
M
C)
N O
E ••
Co a)
Z Or)Z
�U (D
O�Co
Uco(5n
U)
U
C
C)
cu
.�
0
>
cm
a-0
•
_0
0
co
W �
}'
W
(E^' `)
W
�--+
_O fA
" �.
�
�O
.00
C
S
L
_M
C:)
C)
N
U
0
CD
O I
00
1-1
CO
O
N
N
r
O
q
cM
O
3
O
O
cD
N
O
60
rx5
C7
N
O
O
C
r
N
N
N
00
N
N
N
r
00
N
CM
M
M
M
M
co
co
M
r
O
H
`N
O
O
00
O
�
N
O
00
CO
M
M
N
O
00
O
CD
L( )
T
O
T
O
�
M
ti
CD
(0
M
T
T
00
N
00
W
ti
ti
M
N
M
C
T
O
QN
r
M
r
r
r
r
(D
r
r
r
r
CO
r
r
O
Q
Q
O
It
O
I--
(D
N
CD
M
M
LO
r
M
C\j
O
Lo
N
't
M
M
CD
C)
O
O
O
O)
U) -0
L I_
p
Q
O)
M
O
CD
O
CO
M
CD
ti
N
N
M
CD
00
Op
r-
f—
N
CD
�
00
N
1
CO
O
r
00
N
r
f—
It
r
M
M
r
�
r
LO
Lf)
M't
r
CM
r
6)
M
r
N
r
r
6)
N
LO
LO
LO
M
�
N
LO
�
cq
N
6)
r
M
N
O
r
T
O
00
M
0)
O �
W
�
a)
0-)
"t
M
O
r
CO
NLO
r
CO
N
CM
'
00
r
C:)f�
N
r
C:)
N
Lo
I�
0)
N
CO
M
CO
N
O
N
T
N
co
Lf)
N
~
C0
N
C:)C)C:)O
0)
L
0
0
0
0
0
0
0
0
0
0
I
O
O
O
O
O
O
O
O
O
O
CD
0
0
o
I
o
I
p
I
p
1
O
Q
C)f�
r
r
r
r
M
CD
r
r
00
d7
N
'
r
N
U)N
r
M
f�
r
Lf)
M
O)
N
N
N
r
M
C)r
M
N
r
mr
CD
'
00
LO
~
O
L()
O
O
N
CD
N
r
O
I?
Q
O
N
N
r
N
I`
N
r
M
1
ti
It
Ln
N
ti
M
00
CD
CM
N
r
LO
O
C
O
Q
s= =3
Co O i
N
LO
00
N
CO
M
LOr
00
'
M
r
M
0')O
r
O
O
r
r
r
C)f�
N
r
f-
C0
N
CV
O
co
ti
M
�
CO
O
r
CO
p
Lq
N
O
O
p
O
Z
J
N
J
r
r
r
LO
W
O
r
O
O
r
1
r
M
M
M
Or
M
M
M
M
M
T
O
N
N
CD
O
C)
C)
C)
c
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
CD
O
O
1
p
1
p
1
p
1
O
Qr
f�
CO
O
I�
O
O
M
00
M
M
O
00
ti
00
00
O0
ti
O)
N
M
1
LO
r
r
It
r
r
M
M
r
00
r
r
O
00
O
r
r
M
M
r
M
r
m
M
r
m
N
Lf)
M
CD
CD
r
1
O
CO
M
N
r
CD
r
O
CD
a7
r
�
T
C6
In
M
6
O
O
C)
Q
Q
I Lm
O
07
ti
r
N
r
NT
It
r
ti
r
O
N
W
LO
,
CO
r
M
N
f`
N
O
N
(0
00
I--
r
LO
r
Lo
NCO
M
O
0)
~
�
Ch
CD
�
ti
r
T
CD
O
CD
O
C)
N
CV
C� 7C3
L I_
j n
Q
r
CD
CD
d7
ti
N
N
r
CD
CD
CD
NT
CD
CD
CD
N
,
ti
0)
CD
M
r
I00
O
M
O
0)
r
r
O
r
N
It
�
7-
O
00
O
M
O
or)
0)
~
N
OLO
N
�
O
C:)
O
O
N
N
+�
a)
J
C)
(0
It
I
LO
;I-
C)
LO
1
N
LO
r
M
r
M
U)
N
r
M
N
r
Lo
LC)
00
Lf)
r
O
O
O
O
O
C)
C
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
C)
O
O
1
O
1
O
1
O
1
O
Q
(0
C'M
�
NT
N
�
O
N
r
O
ti
LO
M
Mr.
,
C0
N
r
CM
CO
M
M
�
I`
M't
M
00
r
00
N
CO
T
N
CDM
,
M
OD
00
O
LO
r
O
O
O
O
O
O
Q
Q
r
N
I�
r
N
N
N
N
N
W
r
r
LON
N
r
O
r
ti
(0
'
r
O
mO
r
r
LC)
M
r
f�
r
C)mr
r
N
N�
�`
LO
N
CD
�
N
C:)C
O
D
C:)C)
O
70 70
co - L
00
O
00
M
O
N
M
co
00
1
CO
N
ti
M
N
r
r
~
O
00
coLO
M
00
LO
M
LO
O
O
O
O
O
O
O
O
�
r
r
r
r
r
r
N
M
O
r
O
O
�
O
J CO
J
r
r
O
CD
r
r
N
CD
r
M
r
r
CO00
N
co
'
CD
CD
r
Itr
r
r
r
M
r
m
r
CD
O
M
00
00
oq
co
CY)
LO
00
CO
M
C:)CDC:)
O
C
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
CD
0
O
1
O
1
O
1
O
1
�
Q Q Q -aQ
�
Q Q Q
is
�
Q
�
a a
�
�
o
U)
~
c
Yco
�
�
0
�
o
~
C)U-)C) m
,
C) U-)C)U-)�
W C)m C)Ln
�
CDm C)� Ln
-a
0
�)
ai
ai
O r CM 't
"
CDr CO
C)r M �
"
C)r M �
L
O
0)
J
O
ca
O
U
U)
ti ti ti ti
O
_
co o6 o0 0o
O
_
m 4 4� 4
O
_
i-5 6 C6 L6
O
_
a
o
�E
Q
m
m
Q
o
a
L
LO
j N
Q o
E N
M
C)
N o
E .. M
Coo
Z . .
O�Z
C: N
o��(�
Un
10
M
O fn
V CD L
N
— � N
U) -�
a-j
i 0 �
.L U) N
�w C: /=N\
_O to
cn
E0 00
0-
MU- =o
2
+-+ N Uj O)
C6 C0 = d-)
= 00
CD O It
�\
O ~
00
1-1
a
CCY
J =
�
Co
5
}, o
� U co
L I
a)N' o
QN7�
o C. q =
C
N
N
O
N
�
N
M
N
O
O
m
o
Ln
CO
L6
O
O
Q
00
ti
N
LO
Lo
cM
M
OMO
00
O
O)
M
"
�
CD
O
0
O
O
0
O
O
Q
Q
O
(fl
O
M
M
00
r
N
Ln
O
N
o
Lo
r*-:
aO
r
0
O
O
0
O
O
0
O
O
0
O
O
O
r
U) -0
L I_
U)00
CO
M
CD
Ln
00
Itr
ti
m
N
M
Lr)M
r
Lq
0
O
O
0
O
CD
�
N
O
N
m
O W
a)
p
r
r
O
ti
M
O
r
r
(0C�
CO
0
or)
O
M
M
O
O
O
O
O
O
F-
o
0
0
0
0
0
0
o
0
o
0
o
o
0
1
0
F
Q
r
r
O
r
r
N
M
CO
(vj
r`
N
r-:M
O
N
o
O
CDO
r
0
O
0
O
O
0
O
O
Q
Q
M
N
N
�t
r
O
r
M
O
O
O
O
O
O
O
O
O
CD--
N
r
Lo
O
O
r
O
O
CD
1 70 _0
(Y C:
L
O
M
~
r
r
M
r
00
O
r,:r
CD
0
O
0
O
O
0
O
O
0
O
CD
� O
J z
o
r
/ a)
J
LO
O
r
O
CO
O
coO
r
O
o
CO
O
O
r
0
O
O
0
O
O
0
O
O
i
:3
O
O
O
O
O
o
Op
o
0
1
O
0
1
0
1
H
s?
oO
0000
O
r`
M
00
M
0-)
,
M
O
M
O
O
M
In
N
CO
O
0
O
O
Q
Q
N
r
r
r-
r
O
N
(M
(,0
00
O
ti
00
aO
ti
Lo
L()
`�
r—
0
O
p
0
O
p
O
00
70
LSi
Q
E N ~
ti
(4
(o
(D It
O
N
�
r`
O
N
co
�
O
Ln
N
O
O
~
N
N
CR o
O
O
N
J
LO
p
M
r
CO
M--
't
O
LO
co
O
O
r
p�
(6
M
r
N
O
O
O
O
O
i
F-
O
O
O
O
O
�
O
Op
O
O
O
O
O
F-
O
r
Cfl
r-
Ln
,
N
CD
00�LO
O
ch
N
0
O
p
0
O
p
Q
Q
Q
N
N
r
r
LO
N
N
r
O
ti
00
O
O
r*-:CO
ti
L
M
M
O
O
O
O
O
O
CIDti
O
70 70
cz 1= �CD
i
O
p
M
't
M
r
M
O
0p
6
O
O
O
O
E
N
r
N
6
CO
O
�
CDO
r
CDO
O
O
O
J CO
J
N
r
O
r
co
r
r
M
CO
CO
O
CM
ti
N
co
Lq
O
ItCDN
CO
O
M
O
O
O
O
O
O
i
O
O
O
O
O
CD
CS
O
pp
o
CD
CD
CD
CD
o� 0
U
o
LL
+�
L
U
~
U
U
m
0
C
O
O
LO
O r M
f� 00 00 00
0
0
L
C
�a
O
=
(Z
a_,
J
�'
o
a)
ate)
�
a
U
0
�
C)
U
U
�
Q
m
m
Q
o
0
El
LO
j N
Q O
E N
a
C)
1�1-
N O
E ..
Co a)
Z O�Z
�U-t-.' N
O��(o
Ucn(nn
ry (1)
C �
M -0
Q
CC)
J =
}, O
- r)
U U ILO
L I
�N ' O
Q64
ONLO 0)=
0L)ti(D
O
CM
14
cu
a--+
cu
0
Z
W
W
W
5�
G
1
Fz
+;
Z6
M
N
M
M
�6
M
T
T
T
w
O
co
"!
O
O
v
O
0
00
CO
CO
LO
Itt
(c
Itt
00
N
�
LI'
ti
O
,
r--T
O
T
O
T
T
O
O
O
O
Q
Q
T
T
T
T
(0
O
CO
O
Q
L
M
O
LSD
N
T
00
T
00
O
C)
O
(q
T
T
T
M
00
O
O
O
O
O
O
O
U
L
O L
r--
't
cM
M
u)
M
M
't
o0
LID
O
O�
O)
r--
Ln
M
m
O
O
O
T
N
O
O
O
O
�
T
T
T
T
00
M
O
O
O m
W
J
ti
T
O
N
O�
N
Cfl
CO
NO
T
N
LO
T
N
�
ao
O
�
o
N
0
O
T
CD
O
O
CD
O
O
CD
O
o
0
0
0
0
0
0
o
0
o
0
o
CDo
0
Q
N
CO
r-
T
m
N
N
N
00
T
T
T
00
r`
O
O
O
o
T
O
T
O
O
O
O
O
O
Q
Q
CD
Ln
ti
0
CD
p
N
O
r--:
m
N
T
M
O
O
O
O
1 � �
� O
cu 0i
E
~
O
T
TT
VJ
O
T
T
T
co
m
CD
w
LO
T
co
CD
r-LO
O0
O
O
O
O
O
O
O
Q
O
O
O
C
O
J z
O
T
0
N
J
M
M
co
M
T
N
T
00
O
O
OO
T
N
O
O
CDO
T
O
O
O
O
O
O
O
O
L
:3
O
O
O
O
O
O
OO
o
O
O
O
O
M
a0
O
M
M
0
T
N
N
O
O
O
Q
s?
O
Q
d
N
o
N
r-
T
Lo
T
m
r`
0
c0
L6
c i
ti
wr:
r`
00
T
M
O
o
O
O
0
p
LNL
O
L
N
n
O
T
T
T
O
N
N
r—
0
00
000.
Lo
O
M
ti
O
N
N
Lf7
O
O
O
CD
�
co
N
O
0-)N
N >O
O
T
;I-
CO
T
O
co
T
co
p
(D
0
O
00
06
00
T
T
T
O
O
O
CD
L
CD
O
CD
CD
O
�
O
OO
O
O
I
O
O
O
O
CO
CO
�
CO
r-
M
M
�
O
T
�
�
N
00
O
O
�
CD
O
T
O
O
CDCDO
O
CD
O
Q
Q
LO
O
M
ti
Itr*-:LID
N
-
O
O
O
O
O
O
CD
O
T
T
T
T
Co
0
0q
O
Co
O
T
CD
O
CD
70 _0
E � L
r--T
Nt
T
T
T
co
Co
O
N
M
N
Co
Ln
i`
M
M
O
CDO
O
CDO
O
O
O
O
O
N
O
T
O
J CO
J
T
T
T
M
T
Lo
T
Co
LO
M
CV)
ti
M
co
CO
00
O
M
Lo
O
p
O
T
O
O
O
O
O
O
O
O
O
OO
O
CD
O
CD
CD
F
a
c}a
c
U
o
L.L
+�.
�
a,
E
�
Z
�
Y
U
O
"
-O
0
m
0
C
O
CID
O
O
C�6
OM O
Ln Ln
O
~
O
Q
+r
O
_
a
O_
J
J
o
O
N
o
0
+�
(0
fn
O
rn
O
U
U
.0
Q
m
m
Q
o
0
ry
W U)
U)
m
LO
N
O
N
0) CY)
Q C:)
N O
E ••
Co�a)
Z O�
Z U N
cm
0 M
Un
U)
cu
U
C
C)
N
(n N
>
M
.0
N
0 i
�--�
^E
cw
�--+
_O c�
�'
�cn
OCC
�O
.00
G
M LL
-
N
cA C)
0
�
C�
OIt
L �
1
00
1-i
-0 a--+
(3) Q
ch Z)
m
70 O�
�Ucr)o
�N't O
O-N �
M
0)N LO CY -rQlnf`(D
H
a0
O
~
CV
r
N
O
'
M
N
Or
a0
O
O
CV
1
1
�,�
CO
c6
r
O
�
C0
CO
ti
00
N
r`
ti
ti
ti
N
O
O)
O
00
m
m
O
w
co
T
N
r
m
CO
0
T
I:t
CV
C4
M
N
It
rl-
LO
co
O
00
(D
co
N
co
cM
r-
T
00
00
r--
CD
O
r-
00
r-
rI-
M
00
or)
O
00M
Lo
N
C:)
O
Q
Q
r
7-
M
NI--
0-)
Q
r`
M
LO
T
r
O
N
T
M
i`
O
O�
�
0)
00
N
O
O
CDO
T
r
N
M
a7
o0
O
r
O
C)O
O
00
O
O
d7
N
00
r
d7
<,.�
00
CO
LO
N
r
N
O
O
N
N
r
C)O
C)r
r
r
T
r
r
r
r
M
r
M
r
LO
r
r
0')CO
0 i
M
L(7
CO
r
LO
O
07
CO
M
00
,
ti
r
N
M
M
ti
LO
ti
CO
M
m
ti
M
,
r
C)
r
LO
O
L()
O
M
�
d7
r
r
00
O
It
�
r
M
p
N
r
O0
O
O ca
_O W
Q
}
C)a)
J
C)
C)
C)
C)
C)
C)T
C)
CDr
CD
CD
CD
C)
C)
C)
C)
C)
C)
C)r
C)
O
C)T
O
o
C)O
T
0
CDO
0
CD
0
C)
c
o
C)r
p
0
0
0
0
0
0
0
0
0
0
0
0
0
r
o
o
O
r
0
0
0
0
o
r
o
C)
o
C)
C)
0
0
0
0
r
O
C)N
M
r
a)
N
C)
N
~
r-
r
C)r
T
N
N
LO
C,
CD
U')
cc
(fl
It
M
Ln
O
�
r
1
Ln
O
Ln
N
00
Mt
O
0000
m
O
00
N
�
�
T
r
O
1
Cp
O
cvj
Lo
m
M
r
Cl
Q
Q
N
N
N
N
O
N
N
N
N
Or
M
M
M
;I-
M
M
M
M
W
M
O
N
r
Q
M
l()
T
M
In
N
�
Lo
N
a0
N
r
M
r
N
Cfl
M
M
M
r
In
C
N
mt
CO
r
M
M
M
r
M
ti
N
N
M
LO
�
M
ti
r
N
r
O
r
r
r
r
7C3 O
0� =3
O 0 i
M
r-
cy)
M
N
r-
00
Cfl
t
Lo
O
O
(0
O
00
(0
04
CM
r-
00
�
M
r
N
CO
M
LO
O�
O
�
O
r
r
O
T
r
r
N
T
CO
t
r
M
T
M
r
O
r
N
LO
'
r
N
00
T
M
N
M
N
CO
00
T
N
M
N
O
N
CO
T
r
00
N
In
LO
p
N
N
0�
T
r
N
O
O
O
m 0
z
N
CO
O
O
O
r`
r-
CO
r
CO
O
LO
�
T
Cfl
(D
00
CD
T
O
J
O
LO
r-
O
r-
00
M
N
r-00
LO
CO
LO
M
M
r
T
In
T
N
M
--
�
T
r
0)
M
O
CO
CO
N
O
O
L
O
O
O
O
C?O
O
O
T
O
r
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
r
O
C;
r
C;
CDO
CD
CDO
r
O
O
M
N
O
Lo
Lo
O
O
M
CD
ti
LO
C)r
It
O
r
1
LO
C:)M
r-
00
�
L[�
ti
N
M
ti
ti
N
00
M
M
N
CO
M
�
O
C)O
Q
Q
0)
00
O�
ti'
M
r
r
r
N
T
N
r
ti
N
r
r
r
r`
N
N
M
M
O
Q
I
M
M
r-
O
O
LO
T
O
r
C)
T
M
r
r
N
T
ti
r
N
r
N
l()
,
00
r
00
T
r
CO
r
N
M
00
O
CO
O
M
Lo
M
r-
r
N
T
CM
N
LO
N
�
N
N
O
O
O
�-�
C �
O L
N
0�
r
M
LO
O
�
M
CO
O
O
r
O
-
N
CO
ti
�
O
Cfl
O
�
N
N
O
ti
It
LO
LO
CO
M
ti
O
N
'
M
T
O
T
In
r
O
O
O
M
r
O
r
O
r
I
00
M
�
T
N
CO
O
T
lfl
M
T
CO
O)
r
N
CO
r
T
O
O
_O
Q
LO
M
M
O
r
M
Lq
N
O
J
O
N
M
N
CO
r
O
N
0')
r-
N
N
r
M
CM
N
M
N
00
N
In
CO
In
ti
M
00
ULO
')
O
�
M
It
N
M
N
O)
�
O
M
L{)
N
r
CV
C:)O
C
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
C7
O
O
1
O
1
O
1
O
1
r-
M't't't
mt't
00
r-
N
LO
N
00
N
00
N
O
co
C)O
I
N
CO
T't
L()
00
00
N
T
LO
O
LO
Cy)
T't
N
C)
00
CD
r-
CD
O
r-
Lf)
1
4
O
M
Co
O
N
M
O
Q
Q
r
N
N
N
M
T
N
T
r
I`
T
N
N
T
M
T
N
r
T
I-
T
M
N
N
0-)r
Lf')
O
O
Q
N
T
N
0-)N
C)
M
CO
00
O
M
00
CO
O)
00
00
r
C)O
C:)C)E
N
C)
OO
O
r
70
70 � C:
O L
U
LO
t
d7
00
N
N
CO
N
N
00
CO
O
r
CO
M
CO
ti
O
00
�t
CO
00
�
r-
LO
t
Ln
M
LO
0')
It
CM
r-
N
CO
r
'q
LO
N
C)
M
Ln
CO
O
M
ti
O
ti
O
O
�
=3 :3
r
r
N
N
ti
r
N
r
T
CO
r
r
T
T
(9
T
T
r
r
CO
N
00
N
N
O
T
M
r
O
O
m O
O
O
O
It
M
r-
"t
LO
O
LO
GO
Lo
CO
N
00
r
M
r�
M
'tti
~
r
CDr
M
J
N
N
N
N
O�
r
r
r
r
CO
,
r
CM
CM
N
r
N
N
N
N
O7
M
r
N
M It
�
r
M
O
C:)O
C7
O
Z3
O
O
O
O
O
r
O
O
O
r
1
T
O
O
O
r
O
O
O
O
O
N
r
O
O
O
N
6
O
O
O
O
O
O
O
O
O
O
�
r
(n
Y
_0
m
0=s"
co
0
O
(a
(6
(a
(6
(0
Q Q Q Q
Q Q Q Q
Q a
a a
�
�
~
o
~
o Ln o Ln
>+
o Lf) o �
�
W o m o �
�,
o � o Ln
�
p
a,
cu
O T CO
"
O r CO
O T CO It
"
O r CO �
L
O
J
a�
r�
0
co 66 60 06
O
m 4 4 4 4
O
iri 6 Sri Lri
O�
a
H
o
Z3
M
0
U
o
*
Q
Q
m
m
a
o
P.,
P
I
C
LO
N
C o
0) N
CY)
Q 0
N o
E .. cO
CoCU�..
Z Or)Z
�U� N
o±:� Co
U (5 n
O fn
U C9 L
C N
U) Cll
to (j -�
i 0
M -�CO N
-U
N � CU �
�w C:�
-I--
0 to
U)
�O °�
Cow =o
2
+-+ N cn O)
Coo =rn
= 00
C� O It
(0
1-1
CU
() Q
ch Z)
m
70 Or
�Ucr)o
�N� O
0-N �
M
0) N di =
Q Lo r` (D
O
CM
ti
cu
a--+
cu
0
O
2
W
W
W\
5�
G
1
~
ti
000
ti
ti
o
o
N
N
LO
r
O
C
co
0
N
00
C4
r
CN
f-
�
I�
�
'
(0~
00
I`
O
O
M
O
O
Q
CO
O
Lo
r,
r
r
O
Q
O
00
O
LO
M
M
00
O
O
Ln
CD
M
00
M
r
CO
N
r-:r
O
r
O
O
C;Lo
r
O
M
00
r
c
r
C)ti
am
N
It
O
00
r
_
Ln
o
O
Oo
o
Cl-r-
C
O
co
r
O
M
O
M
r
O
Ca
W
Q
}
J
O
O
O
r
r
r
O
O
O
o
N
O
r
0
O
C)
r
p
O
C)
O
O
C)O
O
O
F-
O
O
o
0
0
0
0
o
0
o
0
o
o
O'
�
r
N
N
N
Lf)
N
O
NW
i
ti
�
�U')
I--
r
N
C)�
N
r
r
Q
M
O
N
O
Q
Q
r
M
r
CO
M
M
M
V)
O
In
r
N
0
M
N
r
c3
ti
M
N
C)
r
r
00
O O
d)
r
M
N
f�
00
C")
f�
N
r10
M
LO
I�
�
00
o)
CD
C'7
O
r�
O
C)U)
O
07
r
r
r
r
L1i
r
O
00
O
O
m z
J
O
I�
00
00
CV
ti
LSD
00
M
M
0
r
0
O
N
N
00
r
CO
r
M
O
C)
L
F
r
O
o
O
r
CD
O
O
lf)
N
O
r
O
C)
r
C)r
O
C)
O
O
O
O
O
O
F-
Lo
O
M
C:)
r
r-'
co
Lo
't
N
p
M
O
o
O
0-)I--
r
0)
M
N
r
O
M
N
CA
N
m
NC)
N
Q
Q
C)
r
C)r
r
r
N
r
M
Lq
r
(fl
O
00
o
C)r
M
N
N
~
O
O
r
p
O
70
O
C �
° L
O
Cfl
O
t
o
r--O
It
N
N
O
06
(D
00
m
N
M
r
U')
r
O
O
p
0 j
I Q
C)
�
a)C,4
N
M
000
co
co
C)r
M
00
ti
O
000
O7
00
(0O
ti
M
MC)
O
i
F-
CD
C)
CD
CDO
q
O
p
O
C)O
O
CD
~
't
LamO
000
0
N
O
'
CD000.
LO
N
N
r
N
O
M
O
00
�
0)
U.)O
C)
C)
Q
Q
0)
N
It
N
C)
00
O)
M
O
O
C)
Lq
M
O
6
O
O
O
O
O
O
O
O
O
O
O
r
C)
70
O L
�
N
N
C4
N
�
CO
CDN
r
N
CD
M
I,-O
0p
M
[I-�
O
M
Ln
O
C:)
(D
m O
CO
N
N
r
N
00
0-)N
O
1-
0-)
O
r--
�
Lf)
M
LO
00
p
M
LO
ti
O
O
O
O
J
CV
N
r
r
I`
CO
N
r.-:ti
0
�
CO
C:)C)
Z3
O
O
r
p
r
r
C)O
O
o
N
O
r
0
C)C)CDCDC)CD
r
O
o
O
O
~
o o
U
o
+�
L
)
Y
U
~
°
m
(Y
C
°
O
O
cM
CU
Lary Lary
q O r
ti ti 00 00
o
o
L
Q
O
=
CL
a,
J
�'
J0
o
o
U
�,
`�
U
U
.
Q
m
m
Q
o
0
W^
CL
CL
El
C
LO
N
C o
N
0) CY)
Q C:)
N o
E
Co a)
Z Or)Z
CUV N
O��Co
U U) n
0 U)
V CD L
N
U) N -�
a-j
i 0 �
-� U) N
� O
�w C:�
-I.-+
_N
O to
cn
0 0 0
0-
MLL =o
2
+-+ N Uj O)
C61-0 =d-)
= 00
CD O It
L r�-
00
1-/
Q
ch Z)
m
C
-00
co
�N't O
0-N �
M
0) N di =
Q Lo r` (D
0
CM
14
cu
-1--i
cu
0
2
W
W
W\
5�
l^�
i
~
C
CN
�
M
M
M
0
p
N
M
O
p
O
co
C9
00
Cfl
M
M
co000
O
~
LO
CV
CA
r
O
O
C2
O
N
00
ti
Lr)
CY)
N
c 7
O
Q
O
r
O
M
O
N
O
T
CO
m
O
m
r
O
O
C�
CY)
r`
r-
LO
M
M
O
O
O
•E-i
r
r
r
CO
T
O
M
M
r
or)
r
O
c
� i
07�
LO
Ci)
LC)
O-)
ItO
0
M
T
r
a)O
M
T
N
O
00
O
00
M
�
Lr)
N
r
O
M
In
M
r
O
O
O
C
O
Ln
r
O
O
W
Q
}
i
o
0
0
0
0
0
0
o
0
0
'
o'
o'
o'
J
p
O
O
0
0
0
o
0p
o
O
'
O
'
O
'
CD
'
O
~
Q
(,4
00
M
�
O
O)
CO
M
CO
00
M
r
r
'
O�
co
LO
O
O
CO
r
f�
(A
m
N
T
(D
O
r
O
O
O
Q
Q
0)
CD
r
f�
M
N
O
M
In
p
In
N
O
O
It
It
M
co
r
O
0
r
r
CO
M
O
CU 0 i
U)o L
U)
O
Cfl
M
N
co
M
N
r
N
N
M
N
o
N
M
f�
o
LO
COLO
M
N
M
O
0
Cif
00
00
o
It
O
00
O
0
O
CD
O
m z
/ N
O
N
�
N
�
r
O
r
co r
C�
Lr)
LO
r
C6
LO
T
It
C57
0
O
J
r
r
r
r
M
T
O
CY)
O
C)
i
O
O
0
O
O
O
Op
0
0
'
O
'
O
'
O
'
0
00
ti
(.0r
N
~
O
O
O
Q
C1
N
r
N
r
00
N
O
ti
CA
Q
T
r
0
0
N
T
r
�
o)
M
N
O
O
0
O
CM
N
M
M
r
C7
O
r
�
O
O
70
C
07�
LO
(0M
O
000
O
r
N
O
00
Cl?
ti
0)
00
r
CR
O
O
O
O
\�
C
I
LO
r
r
Co
T
p
Cy
a)
CO
LO
r�
M
00
In
O
�
r
co
M
N
m
M
N
O
O
N
�
(A
00
N
M
O
r
O
O
O
i
O
O
O
O
O
�
O
pp
O
O
'
O
'
O
'
O
'
O
~
O
00
�
O
�
'
ti
p
Nco
N
M
_
N
O
Q
N
r
r
N
ti
r
O
ti
0-)
U)
O
O
Q
Q
T
O
00
Cfl
C�
co
f�
O
O
O
O
O
O
O
r
M
O
O
M
O
r
O
O
C)
70
Cll 0 �
(n
ti
LO
LO
O
t
M
�
M
M
M
N
N
(9
a)
M
O
~
M
00
M
N
p
O
fn
m O
CO
r
r
r
r
CO
00
T
O
LO
(A
J
M
N
N
M
N
N
Or
M
M
r
CO
N
co
O
ti
O
r
OT
O
O
T
O
r
O
O
CDCDO
O
i
O
O
O
O
O
o
p
O
O
'
O
'
O
'
O
'
F
o_ a o_ Q_
ca
OM
a,
�
Y
U
U
O
m
(Y
O
O
�
OM O r
O
~
O
+�
O
_
D_
O
J
J
_�
�
Cll
a)+
0
Ca
to
O
w
(D
U
m
U)In
In
Q
o
U
�+
U
o
Q
m
m
Q
o
0
101
^�
W
CL
0-
El
C
LO
� N
O
N
_0) CY)
Q 0
N O
E ••
Co a)
Z Or)Z
�U� N
O±:� Co
U (5 n
L
cu
U
C
C)
N
U N
>
�--+
•
_0
0
co
W _r_
}'
lE^' `)
W
�--+
_O c�
� �'
OCC
�O
.00
G
M LL
—
C)
N
cn
�
0
C�
O I
00
1—/
H
O
O
p
ti
CDLr)
'
I-
N
LO
M
Oi
�6
CD
N
M
M
'
'
a0
ao
"
O
C
N
N
N
N
N
N
N
N
M
M
,t
M
M
M
M
M
LO
co
r
00
co
O
r
�
Cfl
r
M
M
M
M
O
M
M
O
T
M
LC)
LO
00
6?
O
M
N
CD
M
M
r
M
M
'
M
CD
00
LO
LO
LO
CD
LO
LO
CN
'
CO
N
M
O
p
r
O
Q
T
T
T
r
LO
r
T
T
LO
T
r
T
r
CD
T
T
T
T
CD
N
CN
p
N
O
Q
�
M
f�
O
M't
N
N
T
N
N
N
O
CD
M
M
N
T
M
r
r
r
O
M
O
(V
N
r
O
CDO
O
M
O
O
O
O
O
0
r
p
N
CD
T
N
c �
O i
N
N
m
N
LC)
O
LO
00
M
ti
O
CD
CD
M
M
T
M
T
M
OD
6)
m
CD
O7
L!�
O
p�
00
W
CD
CD
�
T
M
M't't
�
ON
M
M
O
O
T
r
T
T
r
r
r
r
T
r
T
(D
r
r
r
T
l()
N
�
It
�
M
r
O
W
Q
00
O
r
0')
CN
N
T
r
O
O't
M
O�
N
Cfl
O
O
J
0)
T
0') 0')00
r
r
r
T
M
M
LO
r
r
CM
r
O
T
T
r
CD
M
r
00
O
Lf)
00
LO
O
O
L
O
O
o
0
0
0
0
0
0
0
I
o
0
0
0
Cl
0
0
0
0
0
0
0
0
Cl
I
p
I
p
I
o
'
O
QIt
It
N
N
=
LO
LO
N
M
M
N
M
It
CO
r
N
M
M
O
N
Q
Q
~
O
N
N
N
r
I`
r
N
O
O
M
r
O
T
r
M
O
M
O
r
M
O
T
r
T
O
In
LO
O
O
O
CM
coE
N
O
p
CD
O
O
CDO
O
CD
O
T
T
'
O
r
O
O
T
O
O
CD
O
O
N
N
00
O
0
O
O
T
O
J z
N
N
N
N
O
r
Lo
M
N
N
'
N
r
N
M
Op
T
M
r
T
CD
OM
N
CD
CD
J
O
N
M
CD
N
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
O
1
p
1
pCD
1
p
1
O
I-
M
I�
O
CO
LO
O
CD
't
LO
T
CD
O
f—
't
LO
f--
00
LO
M
LO
0')O
r
I`
CD
CD
0')
CDT
1-00
N
CD
00
M
O
00
N
'
Lf)
r
Ln
p
T
M
Ln
O
O
Q
Q
T
M
r
r
T
T
N
N
T
I`
N
N
0')M
r
Q
I
O
M
N
N
r
00
It
It
co
O
,
CD
M
LO
00
't'
T
LC)
't
CN
00
�
r
r
LO
O
O
M
r
N
r
T
N
r
CD
r
T
N
T
CD
T
00
(•7
T
0')
N
O
O
C �
O Z)
O�
r
CM
CD
O
M
N
CO
r
CD
N
M
N
O)
LO
ti
N
T
Lo
T
00
00
00
�
M
a)
O
0)
O
00
1
00
00
O')
LO
r
O
LO
LO
N
M
p
rOC)
LSD
N
O
M
T
T
M
T
T
T
T
I`
N
T
T
T
N
(n
�
T
\�
'1:
00
i�
O
M
T
O
M
M
N
O
CO
00
1
T
T
T
M
CD
O
O
O
O
O
r
r
00
In
M
O
J
N
O
O
r
f`
N
O
L
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
r
O
O
O
r
T
O
O
r
O
O
CDO
O
O
O
T
O
T
r
O
LO
ti
r
O
T
CD
CO
O
00
NU)
LO
ti
N
LO
CO
00
C)
m
N
ti
ti
O
Q
T
CO
CO
T
00
M
N
N
T
00
,
N
T
N
r
I`
N
N
N
N
T
M
,
CD
M
m
Lo
O
Q
Q
O
O
00
O
r
N
N
w
~
M
N
cm
LOT
co
coCD
M
M
1
00
CD
T
M
r
T
0)O
T
M
CV
r
M
N
T
O
O
cT
O i
00
r
r
CD
O
O
O
CDT
CD
N
LO
1
r
O
CDN
T
CDr
r
O
N
O
CD
N
I-
ti
r
T
T
T
O
O
�
N
O
ti
T
T
O
O
J Cf)
O
N
M
N
CD
r
r
N
N
N
LON
f`
00
J
(.0O
N
T
L!i
N
r
T
r
CO CD
,
T
T
r
T
r
T
T
Lf)
N
N
M
T
Lo
N
CD
CD
C
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
CDCD1
CD
CD1
O
1
CD
1
�
is
�
�
o
"
co
0
0
�
Q Q Q Q
Q Q Q Q
Q a.2
0
a a~-0
c
o
~
o Lo o Lo
,
o Lf) CD �
LU CDLn o Lo
,
O Lo o Lo
�
-0o
�,
�
O T M't
"O
CD T CO 't
O T CO It
O T CO ItL
O
J
�
O
ca
O
U
ti ti ti ti
co o6 o0 0o
O
m 4 4 4 4
O"�—'
i� 6 C6 i�
O
Q
o
Q
Q
.0
m
a
O
^W^
�.L
El
fy
m
J
(a
ry
C
=3 Ln
0- N
C O
N
cm m
Q 0
N O
E .. cO
CoN�..
Z OriZ
�U� N
O±:� Co
U (5 n
N
f�
N
N
N
co
C)
O
Crj
O
'I,
N
p
C)
C
r
O
r
co
Ci
O
Cfl
r
M
r
O
r
r
r
r
M
Ca
Lo
1-:
r
Lo
co
00
O
M
M
LO
1-:O
�
m
r
M
r
r
O
N
C,
O
O
Q
Q
N
N
N
N
00
[I-
0
p
Cfl
C)O
N
O
O
r
O
r
L6
�
O
LCj
N
O
c �
O i
_0 L
O)
�
Lo
N
O
N
a)
00
�
LUC) CC)
�
r
00
r
Uf
M
r
O
C)07
O
C -
O
r
r
r
7—LO
ap)
M
m
W
Q
00
C)mt
Cfl
CV
NMM
o
LO
c"5
r
N
O
O
J
r
r
r
oa
4
0
N
I
O
c
O
O
o
0
0
0
0
p
0
o
0
o
o
O
0
N
LO
LO
N
0
O�
0
CDO
M
CD
QCD
C;Q
06
N
O
Q
r
r
N
O't
N
6
O
o
M
O
C)r
U.)O
C)
I-
C14
1
70 _0
0� C:
O
CD
C)O
O
O
6
6
p
p
O
O
1
O
1
O
1
O
J z
y'
J
r
M
N
CD
r
f`
cy)LO
O
C\l
Cfl
O
M
O
O
M
O
O
N
O
O
N
O
CD
O
i
:3
O
O
O
O
O
O
Op
o
O
C)O
O
F
Q
O
r
r
M
O
r
f—
r
r
O
It
N
4
O
Oj
M
O
O
O
�
O
M
O
CV
O
M
N
Ln
ti
r
O
O
C;C-
Q
N
00
It
00
O
LO
�
O
N
C�
O
O
O
O
r
r
M Ma;
M
CO
O
M
LC5
O
O
C
O L
cn �
LO
C)
N
0)C:)CT)~
r
r
O
00
M
N
m't
00
�
co
CO
M
�
O
r
�
M
O
N
O
r
N
CD(fl
L6
co
7-C:)O
O
_O
Q
+�
M
M
N
C:)
a)
p
~
f—
LO
ti
O
r
lf)
N
O
J
(Op
O
00
r
CD
i
C:)
C)
C:)
C:)
C:)
C
O
pp
O
O
O
O
O
0-
0
Q
LO
r
r
M
O
N
r
N
f`
00
C)
00
04
CDp
ti
O
00
C)Cfl
co
M
CD
O
O
Q
Q
m
M
CD
Cfl
M
00
r
~
N
r
O
LO
r
O
In
r
M
OD
N
T
r
r
C.
LO
C:)
O
C)
70 70
ca
O
r
O
N
M
M
co
M
N
f�
Cfl
O
r
M
M
M
O
C)C)C9
O
CO
J
N
r
;I -It
(�J
r
CO
r
CO
co
m
r
6
co
co
CO
M
co
Lo
L6
N
M
r
r
O
C:)CD
i
O
O
O
O
O
O
p
O
O
O
O
O
LO o LO 0
Y
U
O
70
f6
cu
O
�
O r CO
f� 00 00 00
0
~
0
L
C
�a
O
=
D_
a_,
J
�'
o
0
aa)
2
U
0
O
0+
U
U
o
Q
m
Q
o
m
034
W
Q
Q
El
N0
L.f_
Co
J
(o
ry
C
• � Ln
N
o
N
cm m
Q 0
N o
E ..
Co a)
Z Or)Z
4-0U� N
O±:� Co
U (5 n
aM0
N4
LO
M
L
6j
�
Lf )
CA
N
N
r
O
C)
C
O
(o
OCO
~
CD
000
M
LO
M
T
N
T
T
N
ti
N
O
Q
Q
r
T
r
r
CD
O
CO
CA
M
r
O
Q
M
N
MIt
o
T
M
CA
O
O
O
O
s=
O i
L
O
CO
CO
CD
Cfl
CA
r
T
M
N
C5)
O7
CO
Ln
O
r
(qT
N
r
00
C,C)C
O
O
M
M
CSM
W
Q
}
N
T
CD00
M
It
N
0)
M
00
r
O
O
O
J
T
r
r
M
L6
N
�
O
M
CO
00
O
r
CV
O
F-
O
O
O
O
O
C)
0
O
0
o
0
o
o
O
1
0
N
M
r
LO
m
o
r
O
p
O
O
Q
(D
C;Q
6
C)
0-
M
C)r
r
C)N
O
p
r
O
O
OLo
N
O
O
C)
O
O
C)
O
O
C)
O
O
C)
N
O
r
1 7C3
� O
cor
L
~
CD
O
CDT
O
O
r
T
O
C)
LO
N
r
C)
O
C)
O
O
C)
O
O
C)o
O
O
O
J z
O
T
Jr
NM
r
f--
C)6
I`
M
Lq
O
CO
L6
00
r
4
T
O
O
L
:3
O
O
O
O
O
O
Op
o
O
C)
C)O
FO
C)r
CD
I
~
T
N
T
r
O
(V
O
00
Cfl
r`
(q
O
O
N
N
r
N
00
LO
O
I`
m
r
T
C)Q
CZ
Q
CO
N
m
�
m
�
O
O
r
LO
O
O
�-�
00
O
O
O
T
C)
��o
00
O
M
C3)
C)I.
M
000
C5)
(.0q
O
N
O
O
CDC
\U)
I
O
J
r
r
M
O
M
CD
C10~
p
C;
N
O
p
O
M
O
p
(.0
D
O
p
i
F-
CD
C)O
r
r
r
C)O
r
O
N
O
r
O
O
C)O
r
O
C)C:)C)O
O
O
C)
F
00
r
N
N
LO
r
ti
N
N
00
CM
L{j
LO
ti
00
1-4
T
m
C)O
O
C)O
C)Q
Q
Q
C)
C)
Cfl
O
ti
N
LO
~
N
m
N
Lo
O
O
O
O
C)O
C:)O
r
r
M
CV
O
M
C)CD
T
O
CD
70 70
0
(D
�
L
C:)
C)r
C:)r
_
p
C)
N
r
C)ca
O
C:)CD
C:)CD
C:)
C)
O
O
r
O
J Cf)
~
I-
r
CM
O
J
T
T
T
10
C6
O
00
CDO
C)
o
0
0
o
O
O
Op
O
CD
C)
CD
CD
U
o
L.L
+�
L
E
Y
U
~
O
-0
m
C
cu
O
O
cu
LO O M O
r M O
Ln
0
O
Q
~
Cl
CJ)
J
J
-0
O
N
a
U
C6
fn
CU
j,
O
U
U_
�
Q
2
m
Q
o
0
W
QL
CL
I
m o
E
Co N-1--j o
. .
Z O�Z
�U� N
Ocm
(
Ucncl�n
U)
U
C
C)
N
cu
.�
0
>4-1
M
.0
N
0 i
�--1
E
Q
cm^1
��
a)cw
�--+
_O c�
>
O
EO
.00
CC
G
M U-
—
C)
N
cn
�
0
C�
O
�\
L
co
1-/
n
_0 on
C:N, O
EN�
M
c Cq
JLOrL(�
ca
O
C
CO
N
O
U-)O
m
00
co
M
O
M
O
�
M
M
T
1
T
't't
T
O
U-)"
O
T
m
U)
-t
,I-
M
U)
f`
U-)N
N
~
f�
1
1
00
CO
Cl
lf)
00
T
O
T
O
O
O
(II
O
Q
N
T
f�
T
T
N
O
CO
O
00
O�
T
CD
T
O�
T
O
T
O�
O
1
O�
T
d�
T
M
M
O
N
T
O
N
N
N
f�
N
T
CO
O
O
M
'
CO
c6
O
M
O
coT
U-)
ol ol
O
T
oq N
O
O
Q
Q
O
CD
O
M
D
ao
O
C
00
00
M
CD
ON
70
ca 0
�
N
O
J z
i
CD
00
CO
T
T
T
M
m
O
T
CD
ti
N
M
1
O
T
CO
T
N
M
M
N
O,
O
N
T
N
ti
N
a0
N
O
CO
Cfl
CO
O
CD
ti
CO
N
LO
T
O
O
O
T
N
ti
M
N
O
C
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
CD
O
CD1
CD1
CD1
CD
1
O
~
Q
CO
CD
00
co
N
N
CO
It
N
1
O)
N
I
N
co
r
N
CO
M
O
T
1
co
T
O
O
O
o0
c)
CO
O
t
Oo
M
O
O
O
Q
Q
0)T
O
O
N
M
O
Co
CD
O
1
T
N
T
O
It
O
O
N
O
r-
T
O
m
m
N
T
~
L6
N
M
4
O
CD
O
O
Cj
(n 0
a)O
U
Q j
J
O
CD
CO
T
N
N
M
N
1
40
N
O7
N
T
ti
CD
CD
Cr)
0
Lq
CD
CO
N
T
�
O
co
00
O
"t
O
O
I
c
L
FD
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
O
1
O
1
O
1
O
1
O
H
co
ti
O
O
O
N
CO
O
CO
1
M
OO
T
T
M
O
O
O
CO
c
1
(6
N
CO
O
ti
O
O
O
O
M
T
-
T
T
CO
T
T
T
T
O
T
T
T
N
CO
M
67
M
O
O
Q
Q
L
f-
M
�
ti
T
O
fI-
O
CO
'
N
f�
T
T
T
O
O
�
O
O
O
CO
O
N
O
00
O
O
O
O
N
T
T
CO
CO
T
T
T
I�
T
T
T
T
O
T
T
T
N
O
N
O
M
N
0-)
T
M
O
O
_0 _0
Q� C:
=3
C
O
E
N
O
J U)
r,
N
J
T
O
T
T
M
T
T
O
T
M
1
T
T
O
O
N
O
O
O
O
O
00
M
00
O
00
T
O
CD
Cj
C
L
O
O
O
O
O
O
O
O
O
O
1
O
O
O
O
O
O
O
O
O
O
O
CD
O
1
O
1
O
1
OCD
1
N
(a
(B
�
m(B
_
_
~
(B
O
O
O
~
Q Q Q Q
O U-)O O
>,
Q Q Q Q
O O O O
>-
Q d
W CD O O U)O
H
d d
O O U-)�-0
H
H
U
O
D
N
-0
a)
O T M 't
O T M
O T M
O T M
L
O
J
U
I` ti ti ti
p
2
CO CO CO 00
p
2
m -
p
2
O O O O
p
2
U
Q
Q
o
o
U
U_
IE
/U` ,
>+
.2
Q
mQ
o
o
6 C":,)
E .. c�
Co a)
Z O�Z
�U� N
cm
0 co
Ucncl�n
E
Cfl O
O U
C L
U N
i4-1
(�
M -� N
�--�
_O (n (n
EO 00
Q
MU- C:)
2
N vi C)
coo -rn
= 00
CD o 111-
C
00
1-1
70 Or
�Uc�o
mN' O
EN
M
s C .4
J Lo f` (�
ca
~
O
O
w
M
ON
i
i
co
M
Lq
M
ti
LO
c
w
q
co
O
O
O
O
(0
0
F-
1\
r
r
N
C)m
M
r
1-
w
m
LO
N
I'-r—
00
~
m
Cfl
1`
LO
C)O
O
Q
Q
O
Q
L
O
m
M
O�
O
r
r
f-
�t
C)V)
N
CA
CM
pp
M
N
CA
N
CA
I
N
C:)O
O
70 70
� O
O
co 0
E
O
J z
00
00
7-
CA
q
m
N
LO
Cl
MM
COO
N
C C)
C)�
CD
N
O
00
L
F
�
O
O
O
O
O
p
O
OO
O
CD
CD
CD
CD
G
Ca
O
~
Q
CO
QO
M
N
O
r
lC')
0;
CA
�
P-
rco
r
M
L
r
M
L6
C)
O
CD'
^
Li J
Q
Q
O
�00
cu
4-0
C)
C)N
O
N
Lfi
p
CD
O
o
N
O
C)Q
O
C
O
0CD
U) O
U U
2
Q �
N
CD
O
N
�
�
CO
�
r
N
�
6
Lf)
C)C)J
C)
N
E
i
FD
O
O
O
O
O
CD
O
O
OCD
CD1
CD
CD
CD
/
O
5O
G
C
•
H
1`
CD
U-)N
It,
O
co
ti
N
CA
N
r
O
CD
O
L
Q
Q
N
N
r
M
m
O
O)
N
O
O
CO
LO
L6
M
p�
co
N
N
O
C?O
O
N
r
r
C,
m
(6
�
O
o)
�
N
O
CD
70 70
Q� C:
O
E -0
-r
N
C �
C O
J U)
�,
J
C)r
r
M
N
M
C)
�
O
M
C)N
O
O
r
C)O
O
O
O
O
O
O
O
i
�
O
O
O
O
O
O
p
O
O
O
O
O
Q Q Q Q
o
U
a_'
E
��-0
5
O
-0
0
m
C_
O
O
o
co
LO C)
M't O
I` ti ti C70
0cB
~
O
Q
O
~
=
O
J
J
N
U
O
cn
U
U_
a
1E
Q
5,
m
m
Q
o
o
W
CL
CL
I
E
Co O
O U
CDU)
L
U N
U) N -�
a"'
cm
i4-1
CB
-� N
-U
U) 0)t
a-)_r_
�w
-I.-+
_O to
O 0 0
0-
MU- =o
2
N vir-
c6 1-0 = rn
= 00
CD o
C
00
1-1
U)
(1) Z)
U cy
Q =
-0Or
�Uc�o
C:N' O
ENS
M
N .cIlp2
J Lo f` (�
ca
0
~
co
Lo
4
U-)Lo
N
O
O
N
C
CD
O
CN
O
(II
F
In
N
N
N
f-
N
r
M
Lo
m
M
co
00
M
N
O
r
O
O
Co
Q
Q
O
O
r
r
O
Co
LoN
co
ti
r
p
N
p
N
p
O
CD
O
N
70 70
m 0
�
N
O
J z
i
N
r
N
fl-
N
00
N
O
O
N
Lo
N
�
O
co
O
00O
O
�
N
CDO
N
O
O
O
O
O
L
F
O
O
O
O
O
CD
O
Op
O
CD
CD
CD
O
G
�
O
00
�
(D
i
M
O
�
Lq
M
Lo
N
ti
O
O
O
O
O
O
O
CLN
Q
O
O')
C
L6
��j.�
`V
L
O
N
O
f�
C7
co
O
f�
O
O
Q
O
C
O
C>
Q
70
r
Ci
C
L
O
U) O
U
2
¢ �
J
r
~
O
O
M
�
O
N
(D
CM
N
CD
CDCDO
rl \
O
a_
N
E
L
FD
O
O
O
O
O
O
Op
CD1
CD
CD
CD
/
O
5O
G
C
•
L
U-)LU-)
r
�
r
CD
N
Cfl
M
CD CD
O
O
co
M
ti
O
O
CD
CD
CD
0-r
Q
O
Q
r
Co
O
00
O
O
ooq CD
�
co
M
CDO
CDCDO
NO
r
O
70 _0
Q� C:
=3
C
Co O
E -0
N
O
J U)
�,
JO
O
O
O
O
O
Op
O
O
O
O
O
i
�
O
O
O
O
O
O
Op
O
CD
CD
CD
CD
d
o
U
a,
E
�
5
�
-0
O
-0
0
m
c
O
O
o
co
Lo Ln Ln Ln
H
ca
Q
O
~
_
J810
N
2
U
j,
0
U_
a
i
1E
Q
m
m
Q
o
o
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
APPENDIX C
Crash Summary Map
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
APPENDIX D
CMAP Traffic Projections
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
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
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 Urban/Suburb... 1/1
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 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 Urban/Suburb... 1/1
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 Urban/Subur... 1/1
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 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 Urban/Suburba... 1/1
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 Urban/Suburba... 1/1
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 Urban/Suburb... 1/1
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
its— General Urban/Suburban and Rural (Land Uses 000-399) 187
Mount Prospect Technology Campus
1200 E Algonquin Road
Mount Prospect, Illinois
APPENDIX G
Capacity Analysis Worksheets
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
�"'
°�I"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIIIAM
PHF
'IIII
III0.95
�ll
�1
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
llntersection
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIFile
'IIIIIIII 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Year EXISTING 2025 Analysis Period
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII
1> 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
l
�� �k
,c
lllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
DEMP°IIIIIIIIIISTER @ BUIIIIIIIIIIIISIIIIIIIIIIIISIE
Name
21IIIIIIII01IIIIIIIII25 DEMP-BUIIIIIIIIIIIIS
AM.xus
......
Project Description CLOUD HQ
"°I , t °III° �����- °'I, �
��"�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'llI
NB
"�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'I
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
IIII IIIIIIIIII21
'III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIC 'IIIIII IIIIII1°IIIIIIIIIIIII2°IIIIIIIIO� IIIIIIIIIIOIIIIIIIIIII IIIIIIIIIIRe°Illfllllllerence
IIII II JIIII
"'I "'II
IIIIII
y cll�lllllle s Phase
IIL
IIIIIIIIIIIIII' LIII
%I
Offset, s 0 Reference Point Beginllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
.Tr
Green 3.5 69.7 3.7 8.3 12.4 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.,.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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
SI3
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 (P7), 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
,. III � �II� I �
I
l I
I I I l i � � �
�I ���I��� I��� ������ IIIIII � ,�II�� ���� ���� � ����� ��I� ��� ��� ����� � �I�i���l 'IIII IIIIII �I�������� ,I���'�� 'IIII 'IIII III�.���� 'IIII �� ��.�� 'IIII I�I�.�� � ��� ��� ��� ��� �������
� .... ��
'IIII � I� �
I � �II� � II�
II
� � �I��
��� � i��� iglu ����� ����������� ���
I��� �II �I�
I I
II� I II�
�� � ������ � ������ � �� � �� �III�� III��
�� �II� ��� �
I
��� �II�� � � � �
II� I
� �II�� � 'IIII 'IIII
III
2 'IIII )'IIII''''''''''' IIII 'IIII °I �I S
lui ,'IIII
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
�"'
°�I"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIIIAM
PHF
'IIII
III0.95
�ll
�1
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
llntersection
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIFile
'IIIIIIII 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Year
II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
EXISTING 2025 Analysis Period
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1> 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
l
�� �k
,c
lllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
DEMP°IIIIIIIIIISTER @ BUIIIIIIIIIIIISIIIIIIIIIIIISIE
Name
21IIIIIIII01IIIIIIIII25 DEMP-BUIIIIIIIIIIIIS
AM.xus
......
Project Description CLOUD HQ
"°I , t °III° �����- °'I, �
��"�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'llI
NB
"�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'I
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 IIII IIIIIIIIII21
IIIIIIIIIIIIIIIIIIIIIC
'III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
'IIIIII IIIIII1°IIIIIIIIIIIII2°IIIIIIII0� IIIIIIIIIIOIIIIIIIIIII IIIIIIIIIIRe°Illfllllllerence
IIII II JIIII
"'I "'II
IIIIII
y cll�lllllle s Phase
IIL
IIIIIIIIIIIIII' LIII
%I
Offset, s 0 Reference Point Beginllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 'IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
Green 3.5 69.7 3.7 8.3 12.4 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.,.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
'IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
III �II�
.I u li"
��� w IIII�� III � �, � � � � �
.�� I� � I, I��, � .� I, � .�I � :�
� I��� � �� a �� I �� �
I� ��IIIII�������� �� IIIIII � ,�II�� I I � I� � ���� ����� �I� � I � ����� � ��III 'IIII IIIII�� ��� �„� ,I��'�� 'IIII 'IIII II�.���� � IIIIII � 'IIII �I�. � I � � �. ��� � � �� �����
� �
I .�� � .��
� I� �I � �
'IIII � � �� � � ulu �
�II II� II
I II
II I� II��
���������������� � I I �
I�� �. �.
� � �
� ���� I � �������
� �II
�.� �I II
I I
�� �II� I �II� I
I I ����� II��� � II���
�II� �II�I
II II
I I
I I
� III�� � � ����� I � I ���� �II�� � 'IIII 'IIII
illl)25 'IIII' IIIIII IIII Illlf �11111l ,,,,ill, 11I I,I�u;PS
I1u11!!°9i lull ° °
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
HCS Signalized Intersection Results Graphical Summary
General Information
Intersection Information
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI
Agency
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI
GHA
Duration, h
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI
0.250
Analyst
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillI
DB
Analysis Date
Apr 21, 2025 Area Type
Other
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
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI ������
Cycle, s 120.0 Reference Phase 2
Offset, s 0 Reference Point Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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 OniiiiiiiiiRed 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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
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��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������
IIIMUL
•Will
III
"L....
��������������������������������������������������������������������������������������������l��������������������������������������������������������������������������������������
11
17.1
IIIII ,,III
!..
1.
69.7
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I',���������������'ll""I'll""I'lI .......
3.7
'll""II .... ............ "I'l""I'll""I'll'll""I'll""I'll",I . ......
8.3IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliI
......................................................................................................................... "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'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""II
12.4iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillilI
0.0
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliI
4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillillillilililI3.5 3.5 4.5 0.0
he
1.5
0.0
0.0 111,91T7
... ..
0.0
SB
L T R
62iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI708 60
EB
WB
NB
SB
L T
R L
T R
L T
R
11
L
T
R
54 97
96 291
113 77
79 78
iiiiiiiiiiiiiiiiiiiiiilllllllllI
104
31
92
104
2.2 3.8
3.8 11.5
4.4 2.7
3.1 2.9
3.7
1.2
3.5
4.1
0.52 0.00
0.00iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI
0.00iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI 0.62iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI
0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillI 0.00iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillililI
0.72iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillilliI
0.15iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillilillilI
0.00iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillililI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillI
0.00
46.6 52.7
52.9iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillillillilillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI
40.9iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI 40.8iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillIiiiiiiiiiiiiiiiiiiiiiill
6.9iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI 6.8iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI
12.4iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillillI
9.0iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilllillillillillillillilliillillillillillillI
4.5iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillillillilillillillillillillillillilliillillilillillillillilI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI
5.5
D
D D
A A
1111
B
A
A
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID
51.3
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIDIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
D
8.3
A
5.3
1111111�A
lI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillI
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
20.3
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
2.2 � 46.6
3.8 1 52.7
3.8 1 52.9
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
--- 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
�....
9
�� II
III � � N
I I I
I I
I I ...IIII, � � ��� II „ ..� � ...III,. V ..��,. ' I I..IVu I II 20211111 II ..�� ..�� ���� ...III, ' I II I II u I I I I � �� � I I ul,,I �� I ull,,,,, „ u ull,,,,, „ u u ull,,,, „
� I, III Ip III I I � � I � II I III II II I I �'�� � � I, ��I � I I IIII I, I I ��I, I, � II,�,II �I IIIII � IIIIII �, � ,IIIII I I�I ,IIIII I,,, I�I � IIIII IIIII III I I„�� IIIII � (IIII IIIII IIIII I I � �„ „u ,III �, � IIIII IIIII III IIII � IIIIII �, I IIIII III III �,�, �I„,, IIIII � I,�III, I,�,I � �, I,,,,,I,. � �IIIII IIIII IIIII � IIIII � IIIII I,�„ IIII��, �, I��„� ,IIIII,,,,,,,, � IIIII,,,,,,,,'„„I ,IIIII,,,,,,,, I�, � '� � � IIIII IIIII
IIII I � I"
„ ° I ii;, III IIII I G IIIII, IIIII,,,,,,,,,,, IIIII I I IIII' Iluu!!I IIII, � NIicI,,,,I :9
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°'
°N'"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIIIAM
PHF
III0.95
�ll
�1
Urban Street DEMPSTER
���� ���������@
Analysis
�111111111
Year NB 2032
������
Analysis Period
1 > 7:00
�k
,c
I�llllllntersection D E M P°IIIIIIIIIISTE R B UIIIIIIIIIIIISIIIIIIIIIIIISIE
F i I e N a m e
21IIIIIIII01IIIIIIIII3�IIIIIII2 N
B D E M P-B UIIIIIIIIIIIS AM .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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
���������� IIIIIIIIIIIC ������� IIIIII1�IIIIIIIIIIIII2�IIIIIIII0� IIIIIIIIIIOII ��������� ���������� ���� IIIIIIIIII21
� m11
"' "' .IIIIII
y cll�lllllle s Re°Illflllllle re n ce Phase
�
�.���
II II
�I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
1..
1
,
Offset, s 0 Reference Point BeginIlll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
Green 3.6 68.0 3.6 9.0 13.2 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII"IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII"IIIIIIIIIIIIIIIIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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 (P7), 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
I ,. IIII IIII I I
.. I I
I
III I I � I I II III � � � ���� I� I IIII
l 1
IIII �I III !III
I �I . I l i � � u � I
�I ���I�I� ���� ������ IIIIII � ,II��� ���� ���� � ����� ���� ��I �I� ����� � �Ili���l IIIII IIIIII II�������� ,I���'I� IIIII IIIII ��IL���� IIIII �� ��.II IIIII ��IL�I I �I� ��I ��� ��I IIIIII
I .... I�
� ��� ��
IIIII � III �
I I IIII IIII I
I I I � � � I � I II
II
� � I II��
��I � i��� iglu ����� I���������� ���
�II� III III
I I I
� � I II II
I I
I�� II�� I
�„ I �����I I ������ � �I I �� �II��� II���
IIIIII I II�� I I
��� II��� � �
� ��� IIIII IIIII
��„� ,IIII„. �„ IIIIN Il11lllll111111�
IIIII°�I�� IIIII��ll��ll��ll IIIII IIIII°�I�IIIwIIIIII I�°�� II S ,IIllm�'�k, M IIII ������l �� l',',�,i s
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°'
°N'"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIIIAM
PHF
III0.95
�ll
�1
Urban Street DEMPSTER
���� ���������@
Analysis
�111111111
Year
NB 2032
������
Analysis Period
1 > 7:00
�k
,c
I�llllllntersection D E M P°IIIIIIIIIISTE R B UIIIIIIIIIIIISIIIIIIIIIIIISIE
F i I e N a m e
21IIIIIIII01IIIIIIIII3�IIIIIII2 N
B D E M P-B UIIIIIIIIIIIS AM .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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
���������� IIIIIIIIIIIC ������� IIIIII1�IIIIIIIIIIIII2�IIIIIIII0� IIIIIIIIIIOII ��������� ���������� ���� IIIIIIIIII21
� m11
"' "' .IIIIII
y cll�lllllle s Re°Illflllllle re n ce Phase
IR
�.���
II II
�I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
1..
1
,
Offset, s 0 Reference Point BeginIlll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
illillilliillillillillillillilliillillillillillillillilliillillil illillillillilli llillillilliillillillillillillilliillillillillillill llillillillillilliillillillillillil lilliillillillillillillilliillillil lillillillillillillill lillillillilliillillillillillillillillill illilliillillillillillill illillilliillillillillill lilliillillillillillillillI
Green 3.6 68.0 3.6 9.0 13.2 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII"IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII"IIIIIIIIIIIIIIIIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
�....I'
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
., . I � �
I� IIII IIII .� .�
��� w IIII IIII I �, �,..�I I� �, � �� � �II � .�I � �
� ��� � � � � �� �
�I ��������������� I������ � ,II��� � I � II I ���� ����� ��� I I � ����� I i���� ����� ������ ��I�„� ,I��'I� ����� ����� �IL���� I������� � ����� �IL � I � I L ��� I L�IIIIII
� � � � � �� I I �I �� � I � � I I� I � I
I ... � �I
I� I� I
..�I � I..�I
IIII �
� �I I � � ��
����� � I �� ��� ��lu �
I
III III III I
I II II II��
I I �
���������������� � I I �
�II I.. .. �.�
� I �
I � � � I ��
� ���� I I ������� I
II � III I
III III I
II II
I II�� II��
I IIIII I���� �I����
IIII III I I
I� � I���
�II��� I � IIIII
II � � �
� IIII � I � I ����� �����
ii IIII IIIII
IIIII IIIIII IIIII IIIII IIIIIIIIII IIII Its ,I11,11,," IM IIII'���1 lw
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
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 21, 2025 Area Type
Other
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
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI ������
Cycle, s 120.0 Reference Phase 2
Offset, s 0 Reference Point Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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 OniiiiiiiiiRed 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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
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���������������������������������������������������������������������������������������������������
IIIMUL
•Will
����������������������������������������������������������������������������� �������������
III
"L....
������������������
��������������������������������������������������������������������������������������������l��������������������������������������������������������������������������������������
11
17.1
IIIII ,,III
!..
1.
68.0
3.6
""I'llI .... ............. "I'l""I'll""I'll'll""I'll""I'll",I . ......
9.0IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliI
......................................................................................................................... "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'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""II
13.2iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillilI
0.0
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliI
4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillillillilililI3.5 3.5 4.5 0.0
he
1.5
0.0
0.0 111,91T7
... ..
0.0
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
.
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
IL (. ~~~gip IG� 3.5 3•2 Queue Delay
3.9
111111111111111111 1...0S C
0 II...0S Ii:) � Queue Storage Ratio < 1
IL..OS IE
Queue Storage Ratio > 1
--- 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
�....
9
�� II
III � � N
I I I
I I
I I ...IIII, � � ��� II „ ..� � ...III,. V ..��,. ' I I..IVu I II 20211111 II ..�� ..�� ���� ...III, ' I II I II u I I I I � �� � I I ul,,I �� I ull,,,,, „ u ull,,,,, „ u u ull,,,, „
� I, III Ip III I I � � I � II I III II II I I �'�� � � I, ��I � I I IIII I, I I ��I, I, � II,�,II �I IIIII � IIIIII �, � ,IIIII I I�I ,IIIII I,,, I�I � IIIII IIIII III I I„�� IIIII � (IIII IIIII IIIII I I � �„ „u ,III �, � IIIII IIIII III IIII � IIIIII �, I IIIII III III �,�, �I„,, IIIII � I,�III, I,�,I � �, I,,,,,I,. � �IIIII IIIII IIIII � IIIII � IIIII I,�„ IIII��, �, I��„� ,IIIII,,,,,,,, � IIIII,,,,,,,,'„„I ,IIIII,,,,,,,, I�, � '� � � IIIII IIIII
IIII I � I"
„ ° I ii;, III IIII I G IIIII, IIIII,,,,,,,,,,, IIIII I I IIII' Iluu!!I IIII, � NIicI,,,,I :9
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
�ll
�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 a me
T����������OT D E M P-B U�����������S AM .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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�� S
511 "'
c�l�������e s Rellllf
y re n ce Phase
.. �.���
",
1
Offset, s 0 Reference Point BeginIlll
iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillil llillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillilliili illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliillilliilillillillillillillillilliillillillilli
Uncoordinated No Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
.
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 IIIIIIIIIIIIlillillillillillillillillillilli llillillilillillillillillillilliillillililli illilillillillillillillillillilliillillillill lillilliillillillillillillillilliillillillill lillillilliillillillillillillilliillillillilli
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
Q.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 (P7), 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 ���.���� Illlh�� �.�� IIIII ���.�� � ��� ��� ��� ��� �������
Illlh � � �� ���
� � i��� ����� .����� ����������� ���
�� � ������ � ������ � �� � �� ���� ������ ���
����� �� � ���� � ����� � ��� �����
������������� 3��������������� �..... �...� �..... �...... IIIII���������) IIIIIIIIIIIIIIIIl� IIII IIIII ,,Illll���������llljj��u
�,1�� ,�������� � III�,�l� ���l��,,,, ����������
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
�ll
�1
Urban Street DEMPSTER
����������������I�������ntersection ���� ��������D ���������@
Analysis
�111111111
Year TOTAL 2032
������ ����������2���������0����������3��������2�
Analysis
Period
1 > 7:00
�k
,c
E M P�����������STE R B U������������S������������S�E
F iI e N a me
T����������OT D E M P-B U�����������S AM .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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�� S
511
"'
c�l�������e s Rellllf
re n ce Phase
yillillillillillllllll111111111
.. �.���
.
1
Offset, s 0 Reference Point BeginIlll
iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillil llillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillilliili illillillillillillilliillillillillillillilliil llillillilliillillillillillill lliillilliilillillillillillillillilliillillillilli
Uncoordinated No Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
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 IIIIIIIIIIIIlillillillillillillillillillilli llillillilillillillillillillilliillillililli illilillillillillillillillillilliillillillill lillilliillillillillillillillilliillillillill lillillilliillillillillillillilliillillillilli
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
Q.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
������ illl� 1 °�� ���i� 0 � IIIII �) IIIIII IIII Illlf°°"�°° 11111lIIIIII
1 IIIIi PS ,'uui'' M III,, �� "�w S
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
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
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""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I�ll,'ll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll,'ll""I'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 , I I "I',"",',,"",',,",
Information
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI ������
Cycle, s 120.0 Reference Phase 2
Offset, s 0 Reference Point Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 4.4
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On Yellow 3.5
mossommossonom
ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillFixed Simult. Gap N/S OniiiiiiiiiRed 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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
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����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������
MULIII
•Will
III
"L....
������������������������������������������������������������������������������������������������������������������������l��������������������������������������������������������������������������������������
11
17.1
IIIII ,,III
!..
1.
66.4
3.6
""I'llI .... ............. "I'l""I'll""I'll'll""I'll""I'll",I . ......
9.0IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliI
......................................................................................................................... "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'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""II
14.1iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillilI
0.0
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliI
4.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillillillilililI3.5 3.5 4.5 0.0
he
1.5
0.0
0.0 111,91T7
... ..
0.0
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
0.00IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillillillilliillilliillillillillillillilliillillillillilI
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
DIIIIIIIIIIIIIIIIIIIIIII
DiiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliililIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliililI
D DIIIIIIIIII111111I
AIIIIIIIIIIIII
B
B
AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
A
IIIIIIIIIIIIIIIDiiiiiiiiiiiiiiiiiiiiiilililllllllllI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillI50.3
DIIIIIIIIIIIIIIIIIIIIIIIIIIIII
iiiiiiiiiiiiiiiiiiiiiillillillillillillI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA
9.9
A
6.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA
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
IL (. ~~~gip IG� 3.8 3.5 Queue Delay
4.1
111111111111111111 1...0S C
0 II...0S Ii:) � Queue Storage Ratio < 1
IL..OS IE
Queue Storage Ratio > 1
--- 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 ---
u n
n
II � � II � .� � � 'IIII :'�� � uul� ° �I � I I � .� .� 'ul� �� I
III ��I u' � , W W ''Il V' '..'�IVI, ��������� i� � .�i'����, ' �� � 4 u � � i u v III � V pl I
III i i °"um � I � II 4 I II III II II I I
I I �'�� u'U u,� I � � � u7nl � � � � I I III a I � � I � I � �I� �'� I I��� IIII�� IIIIII � � IIIII I�I IIIII I�I � IIIII IIIII III � � I IIIII � IIIII IIIII IIIII I„ �I � � �� ,III uv,`� � IIIII IIIII II�.IIII � IIIIII � I IIIII II�. III ��� �� ����� IIIII°°°� ���II� I��� �' � � �.� �.I IIIII IIIII IIIII � IIIII ��� ' � IIIII I�� IIII��', � I�� ���� ����� � IIIII �� � ,IIIII ��I � I„I ����� � ���� � �� III ul� IIII
w, u
PIuP IIIIIIIIII IIII ullll 11 luul!!I'lill :Ilul„:,
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°'
°N'"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIPM
PHF
III0.95
�ll
�1 ""
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
llntersection
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIFile
"IIIIIIII "IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Year EXISTING 2025 Analysis Period
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1> 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
l
�� �k
,c
lllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
DEMP°IIIIIIIIIISTER @ BUIIIIIIIIIIIISIIIIIIIIIIIISIE
Name
21IIIIIIII01IIIIIIIII25 DEMP-BUIIIIIIIIIIIIS
PM.xus
......
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
lllllle IIIIIIIIOII "IIIIIIII lllllle IIII
"III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III III
"' "'I
Re°Illf
21
C cll s 1°IIIIIIIIIIIII3°IIIIIIIIO
y, re n ce Phase
IIIIIIIIIIIIIII IIIIII
��i���...�
��i���...� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIII� LIII
:�
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Offset, s 0 Reference Point Beginllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
.
Green 5.9 70.7 8.6 3.2 19.1 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII"III"IIIIIIIIIIIIIIIIIIIII IIII"IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII"IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII" IIIIII"IIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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 (P7), 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
,. III � �II� I �
I
III I iiiiiiiii o u it it it
II II � ...��II ���� � I�� ...III I���� ...�II� � ...�
�I � II I l i � I � a � � �
� LI�I�� � IIII � I� � I� I I �. I I� I�
I�� ������ IIIIII � ,�II�� ���� ���� � ����� �I� ��� ��� ����� I� � i���l "IIII IIIIII � ������� ,I��'�� "IIII "IIII II�.���� "IIII �I � �� "IIII �I�.�� � ��� ��� ��� ��� �������
� .... ��
�I II i �
� I �I�
"IIII � I� �
I � �II� � II�
III II
...�II � � ...�II� I� II II
� I I I �I��
i I I
��� � i��� Iglu ����� ����������� ���
���� �II �I�
I I
um ..�� �..�� �...�II II II
I � �I II� I II� I
�� � ������ � ������ � �� � �� �III�� III��
�� �II� ��� III
� I �II I
��� �II�� � � �,�II��
� II� �II�
II II III iiiiiw
II II I
�II�� �II�� "IIII "IIII
III
2 "IIII) "IIII''''''''''' IIII "IIII °° ,1I S
"IIII "III 11111lu111ll I I °��
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°'
°N'"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIPM
PHF
III0.95-
�ll
�1 ""
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
llntersection
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIFile
"IIIIIIII "IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII
Year EXISTING 2025 Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Period
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1> 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
l
�� �k
,c
lllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
DEMP°IIIIIIIIIISTER @ BUIIIIIIIIIIIISIIIIIIIIIIIISIE
Name
21IIIIIIII01IIIIIIIII25 DEMP-BUIIIIIIIIIIIIS
PM.xus
......
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
lllllle lllllle
"III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIOII "IIIIIIII IIII
III III
"'
"'I
Re°Illf
21
C cll s 1°IIIIIIIIIIIII3°IIIIIIIIO
y, re n ce Phase
IIIIIIIIIIIIIII IIIIII
��i���...�
��i���...� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIII� LIII
:�
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Offset, s 0 Reference Point Beginllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
.
Green 5.9 70.7 8.6 3.2 19.1 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII"III"IIIIIIIIIIIIIIIIIIIII IIII"IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII"IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII" IIIIII"IIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
�� III �II� i ��I
.�� � �� I��, � .� I, � .�I � :�
���w III III � �, � � � � � �
I
�� ��I ������ � ����� � II ,�II�� I I � I� � ���� ����� �I� � I � ����� � illll ����� ������������� ,I��'�� ����� ����� II�.���� � ������ � ����� �I�. � I � � �. ��� � � �������
� � ����� ����I ���
� ��
I .�� � .��
�
����� � � �� �� ��lu �
�II II� III
� �� II I�
I II
I II��
���������������� � I I �
I�� �. �.
I I .I
� ���� I � �������
� �II
III II��
II
����� �II� II �II� II
�.� �I II
I I ����� II��� �II���
�II� �II
II II
�III�� � � ����� I ,�II��
�I �� �II� �II
II II II
II II II
���� �II�� III�� ����� �����
illl)25 "IIII' IIIIII IIII Illlf �1111111,,,,ill, 11I Illlli;S
Illlf°"� IIII ,ill ��I11I� �
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
""�� °"°����� -°'°' ��
��"�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
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
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
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliI
Demand ( v ), veh/h 105 245
�������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l������������������������������������������������������������������������������������������� ����������������������������������������������������������������������������������������������
SignalInformationiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI . m, "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",'ll""I'll""I'll",'ll""I'll""I"ll""I'll""I"ll""I'll""I'll",lI 1
Cycle, s 130.0 Reference Phase 2
Offset s 0 Reference Point Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 5.9
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On Yellow 3.5
onessommossomm
ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillFixed Simult. Gap N/S OniiiiiiiiiRed 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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
Intersection Delay, s/veh / LOS
WB
iiiiiiiiiiiiiiiiiiiiiill
R
L
T
R
L
23
l������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������
180
182
121
18
��������������������������������������������� ���������������������
���������������������������������������� ������������������ �������
MULIII III
����������������������������������������������������������������������������������
•Will
"L....
171IIIII
,,III
ig!..
707
86
32"I'l""I'll""I'll'll""I'll""I'll",I .
191iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillilI
00
"I'll",
4.5iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliIIIIIIIIIIIIIIII
3.5
3.5
4.5
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillI
0.0
1.5
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
10.9 10.8
18.3
11.9
5.6
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI
7.2
D
D E
D
1
11111
B B
B
A
A
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilll!lllllllllllllllll111111111illi1111111111111111111111iiiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillilillill�illillillillillillilliillillillillillillilliillillillillillilliIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillilliililI
®
.
73
A
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Iiiiiiiiiiiiiiiiiiii
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
- IL..(: S IB Queue MMMMDelay
111111111111111111 1...0s c
.9
0 II...0S Ii:) 7 5 6� Queue Storage Ratio < 1
IL..OS IE 9.7 === Queue Storage Ratio > 1
--- 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
"0 9 @ 9
������ ���II����� !�'.�������. !!���!Illi. :��'��i. !!���!!III� "�II����� II !!�'.� !!�'.� !!���!III� II II u I
� , p W W ''ll V' ..'.IV,, ��������� i� � .�i!���, ' 14 u � � V pl '
ip I � III � I u i uIIV I ulll a uVl u u W W W
� ,III p III I I °"� °� I � II 4 � II III II I � �'�� �� I� � ��I � � � � IIIII I� � I' � � �°� I� I� � � I ���� IIIII � IIIIII � �IIII I�I IIIII ��� � IIIII IIIII III � � � IIIII � IIIII IIIII IIIII I �� � � �� ,III �� � IIIII IIIII II�.IIII � IIIIII � � IIIII II�. III '�� �� ����� IIIII°°°� ���I�� „�„ �' � „„. �., IIIII IIIII IIIII � IIIII � � � ' � IIIII I�� IIII��', � I�� ��� � ����� '" Elul � Elul � � ,IIII I�� � ����� ��',�IIII ���� �IIIII 11114°°°� IIIII
�" u
I IIIII' "I IIIIIIIIIIIIIIII IIII IIIIIIIIIlu;6 IIIII IIII :Ilul:,,I„
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°'
°N'"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIPM
PHF
1110.95
�ll
�1 ""
Urban Street DEMPSTER
����������������I�������ntersection ���� ��������D ���������@
Analysis
�111111111
Year NB 2032
������ ����������2���������0����������3��������2
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
N
B D E M P-B U�����������S P M .xu s
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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 cle s 130 0 Rellllference Phase 21
y,
����������I�
Offset, s 0 Reference Point BeginIlll
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill
Uncoordinated No Simult. Gap E/W On
.Tr
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'll ""I'll"Ill""I'll""I'll",Ill""""" I'll",ll,Ill""I'll""I'll",Ill""I'Ill "I'll""IIll""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill "I'll""IIll""I'll""I'll",Ill""I'll""
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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 (P7), 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 ���.���� Illlh�l �.�� IIIII ���.�� � ��� ��� ��� ��� �������
II I
Illlh � � �� �°���
� i��� I���� .����� ����������� ���
�� � ������ � ������ � �� � �� ������ �����
��� ����� � �
� �� � � IIIII IIIII
°°
IIIII°��� IIIIIIIIIIIIIIIIlIIII IIIII "° � ���� IIIII IIII
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°'
°N'"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIPM
PHF
1110.95-
�ll
�1 ""
Urban Street DEMPSTER
����������������I�������ntersection ���� ��������D ���������@
Analysis
�111111111
Year NB 2032
������ ����������2���������0����������3��������2
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
N
B D E M P-B U�����������S P M .xu s
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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 cle s 130 0 Rellllference Phase 21
y,
����������I�
Offset, s 0 Reference Point BeginIlll
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill
Uncoordinated No Simult. Gap E/W On
.Tr
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'll ""I'll"Ill""I'll""I'll",Ill""""" I'll",ll,Ill""I'll""I'll",Ill""I'Ill "I'll""IIll""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill "I'll""IIll""I'll""I'll",Ill""I'll""
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
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
i ���
� IIII�������� �� IIIII � ,����� � � � �� � ���� ����� ��� � � � ����� � ��III IIIII IIIII ��� �:,� ,���'�� IIIII IIIII ���.���� �� IIIII � IIIII ���. � � � � � ��� � � �� �����
IIIII � � �� � � ����� �
���������������� � � � �
� ���� � � �������
� � ����� ����� � �����
� ����� � � �����
� ���� � � � IIIII IIIII
������ 1i�l� ��
IIIII ��� IIIIII IIIII IIIII �)IIIIIIIIIBII �ls IIIII �)IIII
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
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
�""I'll'll""I'll""'ll""I'll""I'll",lI , I I
Signal Information )�,"I'I
����kw
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,,IllllllillillillI ...................................... �
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)
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillilI
Approach Delay, s/veh / LOS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
Intersection Delay, s/veh / LOS
WB
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillI
R
L
T
R
L
I
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliilillilI
23
iiiiiiiiiiiiiiiiiiiiiillillilillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillilllllllllllllllillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillilI
185
197
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliilI
124
18
A-w-
511
F
0, Z-
iiiiiiiiiiiiililill "
�
"I .....
".. �� .... "
... 1111111 ... 1 li����iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI
11 -7
.
7M
"
�IZ
IIIIIIIIIIII
������111111�����111111�����l"""'�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
[ "O
111111 I 1.5 1 1 111111111=
0.0
0.0
1.5
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
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilll!lllI 11111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111
® 6
IIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIIl1111 11 11 g 111111111111111111111
''I'll,lill""I'll"Ill""I'll""I'll",Ill""I'll""II
D � .2
111111111111111111111IIIIIIIIIIIIIIIIIIIIIIllillillllI E
"I'l""I'll""I'llIll""I'lIll""I'll""I'll",Ill""I'll""I'll",ll,Ill""I'll""I'll",Ill""I'll'I
i111411 111111111111 1111111111111111111111111111�
' .3
"I'l""I'll""I'llIll""I'll""I'll",Ill""I'll""I'll",ll'I
B
"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
11111111111111111111111 11111111111111111
������111 8.1
"I'l""I'll""I'llIll""I'll""I'lIll""I'll""I'll",ll'I
A
"I'l""I'll""I'llIll""I'll""I'll",Ill""Ill""I'll""I'll",Ill",Ill"""Il""I
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillilillillillillillilillillillillillillillilliillillillillillillilliillillillillilillillillillillilillillillillillillillilliillillillillillillilliillillillillilillillillillillilillillillilillilI
25.3
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillillillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillilillilI
�
IIIIIIIIIIIIIIIIIIIII1111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillilillilI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliilI
C
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"41) A
111111111111111111 IL..OS IB Queue MMMM Delay
111111111111111111 I 0S C I I
I 0S [) 8.2 7.7 � Queue Storage Ratio < 1
IL..OS IE I2 === Queue Storage Ratio > 1
10.
--- 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 ---
II
�....
@ 9 N
� � III20211111� �
I
� ��� ���� ail �� � ..� � ......III,. a ..���. ' �������� I � I..IVo � i ail iI ����� ..�� ..�� ���� ...IV. ' i u i u u i ��
I��,i� I II.. � III � I, I i I ull a uV u u
ill III I III I I � � I '� IIIII II II I
FFlu
� IIIII I�I IIIII ��� � iiii IIIII III � ��� � iiiii � IIIII IIIII IIIII � �� � � ��u ,III �� � IIIII IIIII Il�.iiii � IIIIII � � IIIII II�., III �� �� ����� IIIII � ���I�� ���� � � � �.� �.� IIIII iiii� IIIII � iiii � iiii i�� iiii�� � i��� ����� Elul � Elul � � ,IIIII ��� � ����� '� � ���� �� IIIII IIIII
„ ° ' „ III G IIIII IIIII IIIII IIIII IIIII' IIIII"'°° ;;'11(I,,I
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
�"'
°�I"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIPM
PHF
III0.95
�ll
�1 ""
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER
���� ���������@
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
�111111111
IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII
Year TOTAL
������
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
2032
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Analysis Period
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1 > 7:00
l
�k
,c
l�llllllntersection D E M P°IIIIIIIIIISTE R B UIIIIIIIIIIIISIIIIIIIIIIIISIE
F i I e N a m e
21IIIIIIII01IIIIIIIII3�IIIIIII21 TIIIIIIIIIIOT D E M P-B UIIIIIIIIIIIS P M .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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
���������� IIIIIIIIIIIC ������� IIIIII1�IIIIIIIIIIIII3�IIIIIIII0� IIIIIIIIIIOII ��������� ���������� ���� IIIIIIIIII21
I�� JIIII
"' "' IIIII..
y cll�lllllle s Re°Illflllllle re n ce Phase
IIL
�.���
%I
Offset, s 0 Reference Point BeginIlll
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
.Tr
Green 6.5 67.9 8.5 3.7 21.0 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
���.,.
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
SI3
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 (NI 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 (P7), 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
,. III � �II� I �
I � ���� II
� I� I� I � I � �
�� I� ��II I� �II� � .�
���� IIIII�I III I�
i I�� I u�� � � �
� „I�I,I� �� °III I �� �,� I I � I I� I�
I I�� ������ IIIII � ,�II��I ���� I ����I � ����� �I� ������� ��� ����� I� � i���l IIIII IIIII�� � ������� ,I��'�� IIIII IIIII II�.���� Illlh�l �.�� IIIII �I�.�� � ��� ��� ��� ��� �������
� .... ��
� �I�I II I
Illlh � I I� ���
I � �II� � II�
9 � III
I� �
� ��II �II� II�� I III
i �I I � II II
� � i��� I�I�� .����� ����������� ���
I��� I� ��� �II
I� I
..�� �.�� � ��II � II
� II
I � �; �
�� � ������ � ������ � �� � �� �I�I �III�� ��I
�II� II� � I
I ��
I I
III III
I II
�II�� �� I ���� � II I �II�� �� ICI I�I��
ulli;�l � wVp1 ° V.� uumq „�i�mlll�'umi
����������� 3��II����������� �..... �...� �..... �...... IIIII��������I) IIIIIIIIIIIIIIIIl�..III IIIII ,,Illll���������llljj��u
oii �oll� u���i oiulli' "III
���15 IIIII IIIII �111� ��� �� ��..�
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
�"'
°�I"
Jurisdiction IDIIIIIIIIIIIOT
Time Period
IIIPM
PHF
III0.95-
�ll
�1 ""
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER ���������@
����
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
�111111111 Analysis
IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Year TOTAL 2032
������
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Analysis Period
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1 > 7:00
l
�k
,c
l�llllllntersection D E M P°IIIIIIIIIISTE R B UIIIIIIIIIIIISIIIIIIIIIIIISIE
F i I e N a m e
21IIIIIIII01IIIIIIIII3�IIIIIII21
TIIIIIIIIIIOT D E M P-B UIIIIIIIIIIIS P M .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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
���������� IIIIIIIIIIIC ������� IIIIII1�IIIIIIIIIIIII3�IIIIIIII0� IIIIIIIIIIOII ��������� ���������� ���� IIIIIIIIII21
I�� JIIII
"' "' IIIII..
y cll�lllllle s Re°Illflllllle re n ce Phase
IIL
�.���
%I
Offset, s 0 Reference Point BeginIlll
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
Green 6.5 67.9 8.5 3.7 21.0 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow 3.5 4.5 3.5 3.5 4.5 0.0
���.,.
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
I �� I
III���I II � ��I
.�� I� � I, I��, � .� I, � .�I � :�
�w �� � �
� °I��� � � I� a �� �� �
I�.��I ������ � IIIII � ,�II��I I I � � I� � ���� ����� �I� � I � ����� � i�lll Illlh IIIII������� ,I��'�� IIIII IIIII II�.���� � IIIII � IIIII �I�. � I � � �. ��� � � �°�����
I �����
I� �I
Illlh°°°� �
����I ���
.�� � .��
�
�����i� iglu �
I II III
III II��
������liiii����� � I I �
�. �. �.� I�� II
I I�
� I I
� ���� I � ������� I I ������ ����� � II��� � III��
�I 5
II II
II II ���
� � I I ����� � � ���� �II�� � I�� ��I��
������illl� 1°�I���i� 0 � IIIII �)..IIIII ..III Illlf°°"I°°11111111lIIIIII
1.IIIII PS Illlf°°)IIIII III,, III( �w S
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
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
SignalInformationiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillilillilI . m, "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",lI 1
Cycle, s 130.0 Reference Phase 2
Offset s 0 Reference Point Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 6.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On Yellow 3.5
onessommossomm
ForceModeiiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillFixed Simult. Gap N/S OniiiiiiiiiRed 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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
Intersection Delay, s/veh / LOS
WB
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillI
R
L
T
R
L
23
185
213
140
18
����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������
����������������������������������������������������������������������������������
MULIII III
•Will
"L....
171IIIII
,,III
ig!..
679
85iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillillillilililI
37"I'l""I'll""I'll'll""I'll""I'll",I .IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliI
210
00
4.5iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliIIIIIIIIIIIIIIII
3.5
3.5
4.5
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
D
D
B BiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillilliillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillillillillillilliillillillI
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliilI
B
A
A
®
8.4
A
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III,III,III,IIIIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
- IL..(: S IB Queue MMMMDelay
111111111111111111 1...0S C
0 II...0S Ii: 7.9 � Queue Storage Ratio < 1
8.4
IL..OS IE
10.4 Queue Storage Ratio > 1
--- 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 ---
U19 � uo� ,IIII II ���
�I I �,,,,� �I � .� �,,,,� �III� : �� � uul, I � I I I .� .� Sul, ��
I II � , W W ''ll V, 'IIV, � �' „ .,,,�,�„ � „ ly u i u i III W W � I i V V I � i� i i I ... III � � i i i uul,,,, i � I u„ i i i i I
III I I � � I � II II II II II I I I
� ,IIII ��� ,IIIII,,,,, ��� � IIIII IIIII III �, �„�� IIIII � IIIII IIIII IIIII � � � �,,,,,, „ ,�II �, � IIIII IIIII II� IIII � IIIIII �, ��� IIIII II� III �,�, ��,,,,,, IIIII � �,� I�, �,�,� � �, �,,,,,�,. � �um IIIII IIIII � IIIII � � � ' � IIIII I,�„ IIII��, �, I,��, ��„� � �Ilu,,,,,, �,,,,, ,IIIII,,,,,,,,, ��,�
�" u
,,,,,,I,,,,,,,,,,,, IIIIII IIIIIIIIIIIIIIII IIII IIIIIIIIIII IIIII IIIII ul:,
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'°'
°N'"
Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH
Time Period
IIIIIAM
PHF
III0.95
�ll
�1
Urban Street DEMPSTER ST
IIDEMP°IIIIIIIIIISTER IIIIIIIII@
Analysis
Year EXISTING 2025 Analysis Period
IIIIIII21IIIIIIIIOIIIIIIIIII25
1> 7:00
�� w
�k
�� 11
,c
LIIIIIIIIIINNEM..
IIIIIIIntersection
File Name
DEMP-LIIIIlIIIIIIN AM.xus
Project Description CLOUD HQ
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",
Demand Information
����'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"�"
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
IIIIIII6
"' I II �
����
" III
C cIIIIIIIIe s 44 Re°IIIfIIIIIIerence Phase 21
yI���II
IIIIII
��
��
IIIIIIII ..
"'II
IIII'
IIIIII
W
OIIIIIIIIIIff°IIIset s 0 Re°IIIfIIIIIIerence Point Be inIIIIIIIIII
g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Green
0.5
0.7
15.0
0.2 1.8
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
7.4
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
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 (P7), 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 ,. IIII IIII I I
.. I I
I
I I I I � I I II III � � � ��� I� I I I I
l I I�
�� II II � ...���I IIII � � I �I ...��I IIII I...���I � ...�
II �I I I l i � I u � I
� I �I� � ��II � I� I� I � �. � I� I�
I�I ������������IIIII � ,II��� ���� ���� � ����� ��� ��I �I� ����� I�I� II I i���l IIIII IIIIII I �������,,� ,I��'I� IIIII IIIII �IL����IIIII �I � III IIIII �IL�I I �I� ��I ��� ��I IIIIII
I .... I� I I IIII IIII I
�I II 1 �I III II
...��I � ...��II � III II II��
�I I
� I II� i I I
IIIII � III � ��I � i��� I�Iu ����� I���������� ���
�II� ..�I �..�I �
I� I�
�„ I �����I I ������
III III
I I I
I II
�...��I II II
I�� II�� I
� �I I �� �II��� II���
IIIIII III
I II �
� I I C
��� II��� � � �
IIII I
I II�� II I
� � �I IIIII IIIII
������ 2 � IIIII)
IIIIIIIIIIIIIIII IIII IIIII°°)IIIIIIIII ,IIIII IIII'°1111,1 Iiilu!''!'�k
IIII l;ullill;;„Il ,l uI�5
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'°'
°N'"
Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH
Time Period
IIIIIAM
PHF
III0.95
�ll
�1
Urban Street DEMPSTER ST
IIDEMP°IIIIIIIIIISTER IIIIIIIII@
Analysis
Year EXISTING 2025 Analysis Period
IIIIIII21IIIIIIIIOIIIIIIIIII25
1> 7:00
�� w
�k
�� 11
,c
IIIIIIIntersection
LIIIIIIIIIINNEM..
File Name
DEMP-LIIIIlIIIIIIN AM.xus
Project Description CLOUD HQ
"") 4 ° 11' '�-14" �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",'ll""�I'l'll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"
Demand Information
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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 IIIIIII6
"' I II �
����
" III
C cIIIIIIIIe s 44 Re°IIIfIIIIIIerence Phase 21
yI���II
IIIIII
11111111111111 ��
��
1111 ., ..
IIIIIIII
"'II
IIII'
IIIIII
W
OIIIIIIIIIIff°IIIset s 0 Re°IIIfIIIIIIerence Point Be inIIIIIIIIII
g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Green
0.5
0.7
15.0
0.2
1.8
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
7.4
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
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
11.9
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
II I � .,.I I���� � I I ���
I I I I � � I I
I
I II � � ..�I � �� � I��II .� I� ..�I � � .�
��� w II I I � � � � �� � � � �
� ��� � � � � �� �
�I ��������������� I������ � ,II��� � I � II I ���� ����� ��� I I � ����� I i���� ����� ������ ��I�„� ,I��'I� ����� ����� �IL���� I������� � ����� �IL � I � I L ��� I L�IIIIII
� � � � � �� I I �I �� � I � � I I� I � I
I���� I���I ��I
III � I
� ..�I � ..�I
IIII � �I
� �I I � � ��
����� � I �� ��� ��Iu �
�II I III
II III
II I II��
I I �
���������������� � I I �
II I IIIII IIII IIII
II
.. .. .� III II�
� I I �� II�� III�� I
I � � � I �� I
� ���� I I ������� I I IIIII I���� �I����
I IIIIII
II II I� � I�
�II��� I � IIIII I
II�
IIII I
I� I���
I I IIII � I ����� �����
II)25 IIIII'
)IIII IIII IIIIf �I11111IIIIIIII IIIII IIIhill I1u11!'%,
IIII ��1111� �I
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 CIIIIIIIIIICDIIIIIIIIIIIOTH
Time Period AM
PHF
0.95
�"
W
II
����.
V ,,..",,.
Urban Street DEMPSTER ST
IIDEMP°IIIIIIIIIISTER IIIIIIIIII@
Analysis Year EXISTING 2025
IIIIIII21IIIIIIIIOIIIIIIIIII25
Analysis Period 1> 7:00
����
�� �',
,c
IIIIIIIntersection DEMP-LIIII"IIIIIIN
LIIIIIIIIIINNEM.. File Name
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
IIIIIIII6°I IIIIII
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
„��I
.
C cIIIIIIIIe s 44 Re°IIIfIIIIIIerence Phase
yII
21 IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII
i... IIIIIIIIIIII
II IIIIII IIIIII M"
IIIIIIIIIIII IIII IIIIIIII
IIIIII
II . IIIIIIIIIIIIIIIIIIII �I
III' II
OIIIIIIIIIIff°IIIset s 0 Re°IIIfIIIIIIerence Point Be inIIIIIIIIII
IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.
g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 0.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII
.�I� �..
0.7 15.0
IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII
i
0.2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIII
III II���
1.8 7.4
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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)
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
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 3612 223
1485 3229
574
1810
2000 1610
1767
2000
1560
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
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)
0.36 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
Shared Saturation Flow Rate (ssn), veh/h/In
Permitted Effective Green Time (gp), s
15.0 0.0
15.0
0.0
7.4
0.0
7.7
0.0
Permitted Service Time (gu), s
11.2 0.0
11.0
0.0
6.0
0.0
6.7
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 0.090
0.000
0.092
0.000
0.110
0.000
0.106
Pedestrian Mcomer / Mew
0.00
0.00
0.00
0.00
Bicycle ca / da
703.65 9.36
673.09
9.81
331.19 15.52
412.71
14.04
Bicycle Fw / F�
-3.64 0.30
-3.64
0.37
-3.64
0.08
-3.64
0.37
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 cle s 44.6
Reference Phase
2
Offset, s 0
������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� �������������������������������������������������������������������������������������������������������
Reference Point
��� ���������������������������������������������������������������������������������������������������������� ������������������������������������������������������������������������������ �����������������������������������������������
Begin
������������������������������� ���������������������������������������������������
Green
0.5
...
0.7 15.0
0.2 1.8
7.4
1
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
•m
Red 0 0
0 0 5
0 0 0 0
5
1
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 rochDl vh L
a ea s/ e / OS
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
B
B
B
10.2
B 11.2
B
15.9
6
15.1
B
11.9
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
0.5
0 II....... Q: S IC.:)
Il...�:�S Ikm":m
--- Messages ---
No errors or warnings exist.
--- Comments ---
�� �ulo I III u� „�
III 9 � � � „I U 9 I �
i I I � , W pi I I �i � i i ���.� iii ...� i ...�. I ..�"��, ..� ..�i� W W ����� ..��h ...�. ��� ���'.� u��,�
�I, I I I I III II ul � I � I tll � II III �
� ��!!!!�� �, IIIII �I � � IIIII � IIIII � � !!!! !!!!! III !!!!!� IIIII IIIII IIIII � !!!!r� � ��,�� ,�II !�� � IIIII IIIII II�.II!! IIIIII I! IIIII II�. � III � ����� IIIII � ��� � � � � � IIIII � !!!!r� !!!!! � !!!! � �� !!!! � � �����
2�I'w� ��8��i�, IIIII IIIIIIIIIIIIIII'i IIII IIIII I�Illl hull!'% �Jlcl tj
HCS Signalized Intersection Input Data
General Information
Intersection Information
,1°'
����� �"���� �°
I*
Agency GHA
Duration, h
0.250
Analyst M KP
Analysis
Date Apr 21,
�����AM
2025
Area Type
Other'°'
III0.95
°N'"
Jurisdiction CCDOTH
Time Period
PHF
�ll
�1
Urban Street DEMPSTER ST
��������@
�D �N
�ntorsacti
Analysis
Year NB 2032
l���� Ill"""I0I'll""I3'll"2
Analysis Period
1 > 7:00
w
�N,
�� 11
,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
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",
Demand Information
����'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"�"
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
Signallnformation
"'
. �����
IIIII
C cIe s 54.4 Rellllference Phase 21
y,
iiiiiiiiiiiiiiiiiiiii111111
��111111��11111111111
�
��
Offset, s 0 Reference Point Begin
iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillill lillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillilliillilliilil llillillillillillilliillillillillillillilliill lillillilliillillillillillilli liillilliilillillillillillillillilliillillillillil
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
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 (P7), 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
l � ��
�� �I����� ��II ������ IIIII � ,����� ���� ���� � ����� ���� ��� ��� ����� I ���i���l IIIII IIIII ���������� ,���I'�� IIIII IIIII ����.���� IIIII �I ��.�� IIIII ����.�� � ��� ��� ��� ��� �������
� II 1
IIIII � ��
� III o
� ��� � i��� I���� ����� ����������� ���
�
�� � ������ � ������
1 11
� �� � �� ������ �����
��� ����� � �
pi
,����� � � IIIII IIIII
������ ���� Jlllu �������� �
��������������� ���������������� IIII ��
���ll��l � IIIII�� ����� III....IIII....� IIIII IIIII����������������� �����������
IIIII��������������
�� ����
IIII IIIII��� ���III�!��� �� � ����� ��������� I�������...
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'°'
°N'"
Jurisdiction CCDOTH
Time Period
�����AM
PHF
III0.95
�ll
�1
Urban Street DEMPSTER ST
��������@
�D �N
�ntorsacti
Analysis
Year NB 2032
l���� Ill"""I0I'll""I3'll"2
Analysis Period
1 > 7:00
w
�N
�� 11
,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
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",'ll""�I'l'll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"
Demand Information
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
Signallnformation
"'
. �����
lull
C cIe s 54.4 Rellllference Phase 21
y,
iiiiiiiiiiiiiiiiiiiii111111
��111111��11111111111
�
��
Offset, s 0 Reference Point Begin
iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillill lillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillilliillilliilil llillillillillillilliillillillillillillilliill lillillilliillillillillillilli liillilliilillillillillillillillilliillillillillil
Green
0.6
0.8
16.7
0.3 2.2
14.9
Uncoordinated Yes Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII����.
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
14.2
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 ���
1
1ii�� ��
IIIII ��� IIIII IIIII IIIII �)IIIIIIIII
�����IIIIIS 11111"
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
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 cl e s 54.4
y
Rellllfe re n ce Phase
21
1111111111111��1
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilliillillillillillillilliilillillill lillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillilliilli
Reference Point
ii llilliillillillillillillilliilliillillillillillillilliilillillillillillillillillilliillillillillillillill illiilillillillillillillillillilliillillillillillillilliilliillillillillillil lillillilliillillillillillillilliilliillillili
Begin
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 5
0 0 0 0
5
r
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 rochDl vh L
a ea s/ e / OS
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
B
B
B
13.7
B 14.9
B
14.7
B
13.5
B
14.2
B
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
q^ q 0.6
0 II....... Q: S IC.:)
Il...�:�S Ikm":m
--- Messages ---
No errors or warnings exist.
--- Comments ---
Ca ipyiri IIIII �� D u�IIIIVV5 i I Ii IIIII IIIarilida, � i.."�� �� � W W
W G n e� e„ ,2 l III
20,32 IIIIII Illllllllk� IIIII������ IIIIIIIIIIIIIIII�
HCS Signalized Intersection Input Data
General Information
Intersection Information
,1°'
����� �"���� �°
I*
Agency GHA
Duration, h
0.250
Analyst MKP
Analysis
Date Jul 2, 2025
�����AM
Area Type
Other
III0.95
�"'
°�'"
Jurisdiction CCDOTH
Time Period
PHF
�ll
�1
Urban Street DEMPSTER ST
Analysis
Year TOTAL 2032
Analysis Period
1 > 7:00
w
�N,
�� 11
,c
����������������I������ntorsaction ���� �������D E M P����������STE R ��������@ L���I������N N E M . ���������
���������� F it 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
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",
Demand Information
����'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"�"
EB
����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"'
WB 'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
i "'
l I' �11
C cle, s 46 5 Relllference Phase 21
y
�� . 5,
���
Offset, s 0 Reference Point Begin
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill
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
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 (P7), 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 ���.���� Illlh�� �.�� IIIII ���.�� � ��� ��� ��� ��� �������
Illlh � � �� ��� � � i��� ����� .����� ����������� ���
�� � ������ � ������
� �� � �� ���� ������ ���
����� �� � ���� �
� ����� ����� ��� �����
����������������������������� �������������������������
IIIII����������IIIIIIIIIIIIIIII�IIII IIIII ��������������������IIII
��� ,����� �����IIII �����:���������������
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
�ll
�1
Urban Street DEMPSTER ST
Analysis
Year TOTAL 2032
Analysis Period
1 > 7:00
w
�N
�� 11
,c
����������������I������ntorsaction ���� �������D E M P����������STE R ��������@ L���I������N N E M . ��������� ����������
F it 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
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",'ll""�I'l'll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"
Demand Information
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
i "'
l I' �11
C cle, s 46 5 Relllference Phase 21
y
�� . 5,
���
Offset, s 0 Reference Point Begin
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillil llillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliil illillillilliillillillillillil illiillillillillillillillillillillilliillillillill
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
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
illl IIIII IIIIII IIII Illlf°"Y°°11,11111,IIIII
IIIIIN'1 ilu111I1pp„IIII 1111'��' �w
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
HCS Signalized Intersection Results Graphical Summary
General Information
Intersection Information
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillI
Agency
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI
GHA
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillilI
Duration, h
0.250
Analyst
MKP
Analysis Date
Jul 2, 2025
Area Type
Other
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilI
Jurisdiction
CCDOTH
Time Period
AM
PHF
0.95
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilI
Urban Street
DEMPSTER ST
Analysis Year
TOTAL 2032
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllIIIIIIAnalysis Period
lIlIllIllIll1lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliillillillilliillillillillillillillillillillillillillilliillillillillillillilliilililIProject
DEMPSTER @ LINNEM...IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiilillillillillillillillilliillillillillillillilliilillillillillillillillillilliilliillillillillillillilliillillillillillillilliilillillillillilI
File Name
2032 TOT DEM1111 P-LIN AM.xus
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilI
Description
CLOUD HQ
Demand Information
EB
WB
NB
ApproachMovement
L
T
R L
T
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI
R
L
iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillI
T
Demand( v ), veh/h
39
309
49
36
368
66
30
iiiiiiiiillillillillillillilliillillillillillillilliillillillillillillilliI
41IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillillIIlI 27
Signal Information
"'
11
Cycle, llls 4161I 5
Reference Phase
21
iiiiiiiiiiiiillilli��/�
IIIII � IIIIII 11111111
,
I
,,,
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill�illillillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillllllI11111"
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillillillillillilliillillillillillillillillill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Reference Point
II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Green
1.2
16.3 1.0
1.2 7.8
0.0
Uncoordinated Yes
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Simult. Gap E/W
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII
On
IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow
II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
3.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
4.5 3.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0.0 4.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0.0
',,.
Force Mode
Float
Simult. Gap N/S
On
•
Red 0 0
5 0 0
0 0 5
0.0
1m
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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
Intersection Delay, s/veh / LOS
1.9
1.9
SB
L T R
69iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI
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
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilI 111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillI 10.8
BIIIIIIIIIIIIIIIIIIIII 11.2
B
�1111611111111151111111IIIIIIIIIIIIIIIIIIII.
6
16.3
B
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
12.5
IIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
B
IIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1.5
1.2
1
17.3 16.3 15.1
0.4 9.6 11.3 2.4
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM
I- 11.0 11.3 � 2.4
I- 11.0 9.8 0.4
15.7 16.9 16.8
�]
T
0.5
0.7
--- Messages ---
No errors or warnings exist.
--- Comments ---
a pyiri IIIII vt D 2IIIIII � I IIIII III irii a , III � � �I � � � uVlIII�� � i. t� ���� � ,25 ' 1 ��"�
I
"111111111111101 II II II ,�luu1!'1IIII1IL' ^'w I
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
���PM
Area Type
Other'°'
III0.95
°N'"
Jurisdiction CCDOTH
Time Period
PHF
�ll
�1
Urban Street DEMPSTER ST
��������@
�D �N
intersecti
Analysis
Year EXISTING 2025 Analysis Period
l���� Ill"""I0I'll""I25
1> 7:00
�� w
�k
�� 11
,c
I o n E M P��������ST E R L I N E M ..
F i l e Name
D E M P-Lll"Ill"N P M .xus
Project Description CLOUD HQ
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",
Demand Information
����'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"�"
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
"' IIm„III III i
. �����
���III
IIII I... a
C cIe s 53 6 Relllference Phase 21
�������� .,
�
Offset s 0 Reference Point Be in
iiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillil lillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillil li lilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillill illillillillillillilliillillilillillillillillillillillillillilliillillililli illillilillillillillillillillillillillilliilli g
Green
0.4
2.7
21.8
0.5 1.5
7.7
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
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 (AT)
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 (P7), 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 �I �.�� IIIII ���.�� � ��� ��� ��� ��� �������
II 1
IIIII � � �� � ��� � i��� I���� .����� ����������� ���
�� � ������ � ������
� �� � �� ������ �����
��� ����� � � ���
�� � � IIIII IIIII
����� � Illllllllh
IIII IIIII ���� IIIII IIII �� IIIII
IIII ����� ���I��.I�� ��
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'°'
°N'"
Jurisdiction CIIIIIIIIIICDIIIIIIIIIIIOTH
Time Period
IIIPM
PHF
III0.95
�ll
�1
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street DEMPSTER ST
IDEMPIIIIIIIIISTER IIIIIIII@
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Year EXISTING 2025 Analysis Period
IIIIII21IIIIIIIOIIIIIIIII25
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1> 7:00
l
�� w
�k
�� 11
,c
llllllntersection
LIIIIIIIIINNEM..
File Name
DEMP-LIIIIlIIIIIN PM.xus
Project Description CLOUD HQ
"") 4 ° "°��' 11"J' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",'ll""�I'l'll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"
Demand Information
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
IIIIIII6
"'I
IIm„III III i
. IIIII
III���III
IIII I... a
C clllllllle s 51IIIIIII31I
Re°Illfllllllerence Phase 21
�������� .,
III
011lllllllff°Inset s 0 Re°Ilfllllle re n ce Point B e i n
iiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillillillilliillillilillillillillillillillillillillilliillillilillillillillillillil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII g
Green
0.4
2.7
21.8
0.5 1.5
7.7
Uncoordinated Yes Simult. Gap E/W On
illillillillillillilliillillillilliillillillillillillilliillillil IIIIIIIIIIIIIIII i lillillilliillilli IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
11.8
II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
B
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
III �II�
�� w II
�� ��I ������ � IIIII � II ,�II�� I I � I� � ���� ����� �I� � I � ����� � ��III IIIII IIIII ��� � �� ,I��'�� IIIII IIIII II�.���� � IIIII � IIIII �I�. � I � � �. ��� � � �� �����
� �
IIIII � �
�� � � ulu �
�II II� II
���������������� � I I �
I�� � �II
II 1��
� ���� I � ������� I I ����� �II� II���� �II� � II����
�II�
� III��� � � ����� I
I
� ���� I � I IIIII IIIII
�1)2 )
III, I�Ic
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
HCS Signalized Intersection Results Graphical Summary
General Information
Intersection Information
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillI
Agency
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI
GHA
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillilI
Duration, h
0.250
Analyst
M KP
Analysis Date
Apr 21, 2025
Area Type
Other
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillilI
Jurisdiction
CCDOTH
Time Period
PM
PHF
0.95
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilI
UrbanStreet
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliililill!lllI
DEMPSTER ST
11111111111111Analysis
Year
EXISTING 2025IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,
Analysis Period
lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIIIIIIIIII111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIIIIIIIIII111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll111111
1> 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillillillilliillillillillillillillillillillillillilliillillillillilliillillillillIProject
DEMPSTER @ LINNEM...IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillilI
File Name
2025 DEMP-LINI11111111
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilliillillillillillillillillillillillillillillilliillillillillillillilliillillilI
PM.xus
Description
CLOUD HQ
Demand Information
EB
WB
NB
ApproachMovement
L
T
R L
T
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilliillillillillillillilliillillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI
R
L
iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillI
T
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliilillilI
Demand ( v ), veh/h
��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������illilli��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilI
102
iiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilI
558
12 1
1111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillilI
9 1
407
iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillilillilI
�������������������������������������
��������������������������������������7�����������������������������������������1
������������������������������������ ����
11111 iiiiiiiiiiiiiiiiiiiiiillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillilillilI
���������������������������������������630
�� �������������������������������������������������������������������������������l����������������������������������������������������������������������������
SignalInformation
'll""I'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
............... "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'll"I
"'
----�-
W�-
W:-
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillillillillillillillillillillilliillillilillilI
Cycle, s 53.6
Reference Phase
11111111111111"
2
.. ....... ����-
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillill�illillillillillillilliillillillillillillilliilliillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillilillilI
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliill lillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliilli
Reference Point
ll llilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill ilillillilliillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli
Begin
Green
0.4
''� I ...",
2.� ,7 21.8
0.5 1.5
�
7.7
1
Uncoordinated Yes
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillilliillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliilillill
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
•m
Red 0 0
WMWWMWMWWMWMM
0 0 5
....
0 0 0 :11,10
5
III 1
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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
Intersection Delay, s/veh / LOS
3.1
3
SB
L T R
53iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillliiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillillI
43 64
EB
WB
NB
SB
iiiiiiiiiiiiiiiiiiiiiillillillillillillilli11111111111111111111111111111111111IIIIIIIIIIIII iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillilillillillillillillillillilliillillillillillilI
L T
iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillilI
R L
iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI
T R
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillillillillilI
L T
iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillI
R
11 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillI
L
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillilliillillillillilillillillillillillillillilliillillilillillillillillI
T
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillI
R
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillilI
23 76
iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillilI iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillilI
76 3
iiiiiiiiiiiiiiiiiiiiiillillillillillilliillillillillillillilliillillillillilliillillillillillillilliillillillillililI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillillillillillillillilliillillillillI
77 72
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillillilliillillilillillillillillillillillilliillillilillilI iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillillillilI
6 36
iiiiiiiiiiiiiiiiiiiiiillillillillilliillillillillillillilliillillillillillilliillillillillillillilliillillillillillI
16
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillilillilI
25
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillilliillillillillillillillillillillillillillilliillillillilliillillililI
21
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillI
33
0.9 3.1
0.1
3.0 2.9
0.2 1.4
0.6
1.0
0.9
1.3
,,,,,,,,,,,,,,,III,,,,,,,,, 1111111�
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII0.12 0.00
IIIIIIIIIIIIIIIIIIIII1111111111113.0
0.00 0.02
0.00 0.00
0.05 0.00
0.13
0.20
0.00
0.27
11.0 11.0
19.4 21.3
20.6
18.8
19.2
20.2
AA
A A
B
B C
C
B
B
C
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillilillilIiiiiiiiiiiiiiiiiiiiiilillillillillillillilliillilliIII
9.2
illilliillillillillillillilliillilI
A 11.0������illillilliillilliillillillillillillilliillillillillillI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliililillillilB iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillilI
B20.9
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilli111111111111111illillillillillillilliillillillillilI iiiiiiiiiiiiiiiiiiiiiililillillillllllllIIIIIIIIIIIIIII������illillilillillillillillillillillillilliillillillillillI
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillillillilliillillilillillillillillillillillillilliillillilillillilI
CiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillilillllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll111111111illillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillilli�IIIIIIIIIIIIIIIIIIIIII11111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillillillillilljlllillillillillillillillillillillilliillillillillillillilliilililllllllllllllllllillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111,1111111111111111111illillillillillillilliillillillillillillilliillillillillillillillillillillilliilllll
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillill,'ll'Illilill,lIll""I'll""I'llillll'Ill'i'llillillilI
19.5
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillil������illillilillillillillillillillillilliillillillilliillillilI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillI
6
11.8
B
0.9 8.1
9.4
9.4
1.3
0.9 1
20.2 19.2 18.8
11.0 M IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIn 2.9
11.0 � 3
9.5 I& 0.1
19.4 21.3 20.6
0.2
0.6
1.4
--- Messages ---
No errors or warnings exist.
--- Comments ---
a pyiri IIIII vt D 20"IIII 5 i IIIII ,� i � � � u u W � ii� ,u l 4 5 3 IIIII IIIII
2�I'w� ��8��i�, IIIII IIIIIIIIIIIIIIIIAII IIIII I�Illl II jjjjj ,lull:l I
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'°'
°N'"
Jurisdiction CCDOTH
Time Period
���PM
PHF
III0.95
�ll
�1
Urban Street DEMPSTER ST
��������@
�D �N
�ntorsactio
Analysis
Year NB 2032
l���� Ill"""I0I'll""I3'll"2
Analysis Period
1 > 7:00
w
�N,
�� 11
,c
I n E M P��������STE 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
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",
Demand Information
����'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"�"
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
"' I
m,;'�
1111� 1
C cIe s 55.7 Relllference Phase 21
„I�S1
� ,
Offset, s 0 Reference Point Begin
Green
0.4
3.0
23.3
1
0.6 1.6
11111
7.8
Uncoordinated Yes Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV IIIIIIIIIIIIillilIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
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 (AT)
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 (P7), 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
it lu' I ��������� �� ail it
�� ���!I
�� ll����� ��ll ������ IIIII � ,����� ���� ���� � ����� ll�� ��� ��� ����� I ���i���l IIIII IIIII ���������� „ ,��ll �� IIIII IIIII ����.���� IIIII �l ��.�� IIIII ����.�� � ��� ��� l�� ��� �������
�����
IIIII � ��
it lu' ''
� ��� � i��� l���l ����� ����������� ���
�����
�� � ������ � ������
i I' i
� �� � �� ������ �����
Im i
��� ����� � �
n" �����
� �� IIIII IIIII
3 IIII i
IIIIk 1116 IIIII III IIIIIIIIIIIII lIII IIIII ��w
IIIIIIIS IIIII )IIIII
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'°'
°N'"
Jurisdiction CCDOTH
Time Period
���PM
PHF
III0.95
�ll
���,�
�1
Urban Street DEMPSTER ST
��������@
�D �N
�ntorsactio
Analysis
Year NB 2032
l���� Ill"""I0I'll""I3'll"2
Analysis Period
1 > 7:00
w
�b,
�� 11
,c
I n E M P��������STE 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
lk� * � ° "°��' 11"J' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",'ll""�I'l'll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"
Demand Information
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
"' I
. ������,
m,;'�
1111� 1
C cIe s 55.7 Relllference Phase 21
„J�S1
� ,
Offset, s 0 Reference Point Begin
Green
0.4
3.0
23.3
1
0.6 1.6
11111
7.8
Uncoordinated Yes Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVVVVVVV IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII VVVVVVVVVVVVV IIIIIIIIIIIIillilIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow
3.5
0.0
4.5
3.5 0.0
4.5
-----le.
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
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
Intersection Delay, s/veh / LOS
12.0
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
1.11
A
0.94
A
0.69
A
0.78
A
l ���
11
IIIII IIIII IIII IIIII �)
����� IIIII IIIII IIIII
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
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 cle s 55.7
y
Rellllference Phase
21
1111111111111��1
Offset, s 0
������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� �������������������������������������������������������������������������������������������������������
Reference Point
��� ���������������������������������������������������������������������������������������������������������� ������������������������������������������������������������������������������ �����������������������������������������������
Begin
������������������������������� ���������������������������������������������������
Green
0.4
...
3.0 23.3
0.6 1.6
�
7.8
1
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
•m
Red 0 0
0 0 5
0 0 0 0
5
1
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 rochDl vh L
a ea s/ e / OS
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
12.0
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
--- Messages ---
No errors or warnings exist.
--- Comments ---
a pyi�i IIIII �� �
W 0IIIII W5 i IIIII ,� I� � � t .s u (1u
W iirate ,I5 � 3 6IIIII IIIII
20,32 PIIIl, t,i s
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
�ll
�1
Urban Street DEMPSTER ST
���� �������D ��������@
����������������I������ntorsacti
Analysis
����������
Year TOTAL 2032
������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2�
Analysis Period
1 > 7:00
w
�N,
�� 11
,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
"") 4 ° "°��' 11"I' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",
Demand Information
����'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"�"
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
"' III„III III i
. �����
���III
IIII I....a
C cle s 56 2 Rellllference Phase 21
y��������������������������
II�����
III ��� ��� ,��
Aw
Offset s 0 Reference Point Be in
g
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillilllillillilliillillillillilillil lillillillillillilliillillillillillillilliillillillillillillillillilliillillilliillillillilllillillill li llillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliililli illiillillillillillillilliillillillillillillilliilillillilliillillillillilli illiillillillillillillilliilillillilliillillil lillillillillilliillillillilli lillillillillillilliillillillillillillilliillillil
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
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 (P7), 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
� „��II�� �� °��II I �� �,� I � � � II II
��� ������ IIIII � ,������ �'��� � ����� � ����� ��� ������� ��� ����� �� � i���l IIIII IIIII�� � ������� ,���'�� IIIII IIIII ���.���� Illlh�l �.�� IIIII ���.�� � ��� ��� ��� ��� �������
II 1 9
� ���� i III
Illlh � � �� ��� � � i��� I���� .����� ����������� ���
� � � �; �
�� � ������ � ������ � �� � �� ���I ������ ���
� � I�
����� �� � ���� ��
� �� II
�� � � ��I I����
������������� 3��������������� �..... �...�
�..... �...... IIIII���������) IIIIIIIIIIIIIIIIl� IIII IIIII ,,����������������l
IIII �I IIIII IIII �llll:,�o�ll(l��,
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
�ll
�1
Urban Street DEMPSTER ST
���� �������D ��������@ ����������
����������������I������ntorsacti
Analysis
Year TOTAL 2032
������ ���l���� Ill""�"�I0I'll"�"�I3'll"�"�2�
Analysis Period
1 > 7:00
w
�N,
�� 11
,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
"") 4 ° "°��' 11"J' �
��"�I'l""�I'll""�I'll'll""�I'll""�I�'ll",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",'ll""�I'l'll""I'll""I'll"�,,���������������'ll"�"I'll"�"I'll"�"
Demand Information
EB
����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"'
WB
'I'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"'
NB
����'I'll",'ll""�I'll""�I'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
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
"' III„III III i
. �����
���III
IIIII I....a
C cle s 56 2 Rellllference Phase 21
Aw
Offset s 0 Reference Point Be in
g
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillilllillillilliillillillillilillil lillillillillillilliillillillillillillilliillillillillillillillillilliillillilliillillillilllillillill li llillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliililli illiillillillillillillilliillillillillillillilliilillillilliillillillillilli illiillillillillillillilliilillillilliillillil lillillillillilliillillillilli lillillillillillilliillillillillillillilliillillil
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
l ���
������ 1ii� 1 � �111 " IIIII �)�I1 IIII IIIII �1111111,1111IIIII
llll ��
IIII IIIII IIII w
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
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
51
C cle s 56.2
Reference Phase
2
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillill lillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliilli
Reference Point
ii llilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillill illiilillillillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli
Begin
lillillillillillillilliillilli lillillillilliilliilillillillillillillillillilliil
Green
0.8
I���
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
•m
Red 0 0
0 0 5
0 0 0 0
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 rochDl vh L
a ea s/ e / OS
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
B
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
--- Messages ---
No errors or warnings exist.
--- Comments ---
III � I � � III II�� �I�I III ,�� I
I I � I � � I I� � �„I � � uI � � � uuI � I � � I III IIII �� � I U � IIII I� � � � I I
� , W W i i ... ..�� . ..�"� , ..�"'l ..eI� ���� „ Ip IW ..� h W W IIIII IIII
I I I I I I I I I � I
� � I � I II IIII I � �� � � � I �I I� III � I .I � I � I IIII II i� � �� �.. I �I � I� II �� �� I� � I'�� �� �� � ��Iiiii�� IIIII �I � � IIIII � IIIII � � iiii IIIII III iiiii� IIIII IIIII IIIII � iiiir� � ��,�� ,III �� � IIIII IIIII Ill.iiii � IIIIII I! IIIII III. I III I ����� IIIII � I�I � I I � � (IIII I iiiir� IIIII � iiii � I� iiii � � ����� � � Illu � ,IIIII � � � ����� � � ���� � � III IIII IIII
20,32 II I IIIIII
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'°'
°N'"
Jurisdiction IDOT
Time Period
AM
PHF
0.92
�w
�In
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
llntersectionIIIIIIIL IIIIIIIII6°IIIIIII21
IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Analysis Year EXISTING 2025
IIIIIIIII6°IIIIIIII21-BUIIIIIIIIIIIIS
IIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Analysis Period
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
°µ
k
,c
IllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
File Name
21IIIIIIII01IIIIIIIII25 AM.xus
......
Project Description CLOUD HQ
1`1 , t " 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III '1IIIIIII
�����II �����II
II II
"IIIIIIIIIIII ',,,,,,,,IIII
III ,III
II�IIIIIIIIIII II�IIIIIIIIIII
C cle s 120.0 Reference Phase 2
y IIIIIIIBe
...
IIIIIIIIII II �
II
.III II
IIIIII III � � ...
II IIII II� ,II
I � �
I II
�
I
..
��i���...� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��i���...�
IIIIIIIIIIIIIIIIIIIIIIIIII III . ���
„ II
I
1
r
•
011lllllllff°Insets 0 Re°Ilflllllerence Point g inllllllllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
,IIIIIIIIIIII
Uncoordinated No Simult. Ga E/W On
IIIIIIIIIIIIIIIIIIIIIIIFIIIIIIIo IIIIIIIIIIIIIIIIIIIIIIM°Illlllo Illldllllllle IIIIIIIIIIIIIIIIIIIIIF Illdlllllllllllllllll IIIIIIIIIIIIIIIIIIIS p
IIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIGIIIa IIIIIIIIIIIIIIIIIIIN�IIII/IIIIIIIIISIIIII IlllllllllllllO�n
Green 5.0 8.1 49.5 6.9 28.0 0.0
IIIII"IIIIIIIIIIIIIIIIIIIIIII IIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIII "IIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
rce i xe i m uIIllllllllt
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
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 (P7), 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
,. III � �II� I �
I ��� I I
� I� I� I � I � �
I� � �� IIII �...��II ��� I, � �� � ���
�� I� .��II I� .�II� � ..�
I II III i I�� I � ul � � �
I �� �
� I �I� � IIII I � � I� I� I I �. I I� I�
I � ������ IIIIII �II�� � �� ����� � ����� �I� � � �I ����� I � i���l ,IIII IIIIII � ������ � ,I��'�� ,IIII ,IIII II�.���� ,IIII �I � ,IIII �I�.�� � �I � � ��� � � ������
� .... �� I �
II 1 � � I�
�.��II .�II�
� I
� I �I� i I I
,IIII � I � � � i Iglu
II��
����� � ����� ����
�II� � II� II
�
I III
I I
I I �I��
� �
���� ..�� �.��
I ��� � ������ � ������I
�II �I�
I I
I I
�.��II I III II
II II
II� II�
�� � � � III�� III��
�� �II� �II � � �II�
I I I
I�I III III I
� ���II��� � �II��� � � �II�� ,IIII ,IIII
2 11ii'.11 11,111311
I,�u �III� IIII IIII i,ii
IIIlliIIII l i
HCS Signalized Intersection Results Summary
General Information
Intersection Information
,1°'
��� ��"���� �°
°*
Agency GHA
Duration,
h
0.250
Analyst M KP
Analysis Date Apr 20, 2025
Area Type
Other'°'
°N'"
Jurisdiction IDOT
Time Period
AM
PHF
0.92
�w
�In
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
llntersectionIIIIIIIL IIIIIIIII6°IIIIIII21
IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Analysis Year EXISTING 2025 Analysis
IIIIIIIII6°IIIIIIII21-BUIIIIIIIIIIIIS
IIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Period
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
°µ
k
,c
IllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
File Name
21IIIIIIII01IIIIIIIII25 AM.xus
......
Project Description CLOUD HQ
""I , t " 11, ,�- °'r �
��"�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'llI
NB
"�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'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
IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III '4IIIIIII
�����II II
IIIIIIIIIIIII III "IIIIIIIIIIII
�����II II
IIIIIIIIIIIII
,III ',,,,,,,,IIII
C cle s 120.0 Reference Phase 2
y IIIIIIIBe
...
IIIIIIIIII II �
II II
IIIIII III � � ...
II ���I II� ,II
I � �
I �
II
..
��i���...� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIII III . ���
„ II
I
��i���...�
1
•
•
011lllllllff°Insets 0 Re°Ilflllllerence Point g inllllllllll
,IIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 5.0 8.1 49.5 6.9 28.0 0.0
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
Uncoordinated No Simult. Ga E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII"IIIIIIIIIIIIIIIIIIIIII
IIIIIIFIIIIIIo IIIIIIIIIIIIIIM°Illllo Illdlllle IIIIIIIIIIIIIIIIIIIF Illdlllllllllllllllll IIIIS p IIIIIIIN IIII/IIIIIIIISIIIII
IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
i m ullllllllt Gllla
rce i xe p O n
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
7.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
�� III �II�
.I
��� w IIII�� III � �, � � � � �
.�� I� � I, I��, � .� I, � .�I � :�
�� ��I ������ � ����� � II ,�II�� I I � I� � ���� ����� �I� � I � ����� � i���� ����� �������������N ,I��'�� ����� ����� II�.���� � ������ � ����� �I�. � I � � �. ��� � � �������
� �
I .�� � .��
��
����� � � �� �� ��lu �
�II II� II
I II
II I� II��
���������������� � I I �
I�� �. �.
� ���� I � �������
� �II
�.� �I II
I I
�II� I �II� I
I I ����� II��� �II���
�II� �II �II
II II II
I I I
I I I
�III�� � � II��� ����� � � ���� III�� � ����� �����
ii
u.klllll 1111
�I11I� u
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
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
1IIIIIII
II����I II����I
C cle, s 120.0
y
Reference Phase
2
11111111, ���
1, 11, . , .
1
„„ �, IIIIIIIII
1111
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Reference Point
II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Green
5.0
8.1 49.5
11�
6.9 28.0
0.0
.
'.
Uncoordinated No
IIIIIIIIIIIIIIIM°Illlllo Illldllllllle IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Illldlllllllllllllllll
Simult. Gap E/W
IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII
On
IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Yellow
II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
3.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
3.5 4.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
3.5 4.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII',,
0.0
Flllllllo rce
F ixe
S i m ullllllllllt Gllla NIIII/IIIIIIIIISIIIII
p
D°n
Red 0.0
0.0 1.5
0.0 1.5
0.0
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
3.9
� II...�:�~~~�p IG� 5.4
0 II 0S Ii:)
Il...�;;�S Ikm":m�
I...�;:�� IG".
26.0 2.3
30.6 5.4
31.8 3.7
� Queue Storage Ratio < 1
Queue Storage Ratio > 1
--- 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 ---
9 � II@ �IIII� 9 W u" o"
������ ���II����� !�'.�������. !!���!III�. :��'���. !!���!!III� "�II����� II !!�'.� !!�'.� !IV. II II u '''I V ...Ip,, � ��������� � .�������� ���� ' �� � IV ' ' � i i i ul pl '
u p I I ������ � I i i uIIV��� ��� I ull��,� a ull���� �� u u uu pl
III I I � � I � II 4 I II �II II I "
���� IIII�� IIIIII � � IIIII I�I IIIII ��� � IIIII IIIII III � � � IIIII � IIIII IIIII IIIII I �� � � �� ,III �� � IIIII IIIII II�.IIII � IIIIII � � IIIII II�. II�'�� �� ����� IIIII°°°� ��I�� „�„ �' � „„.� �., IIIII IIIII IIIII � IIIII ��� ' � IIIII I�� IIII��', � ���� ����� '" Elul � Elul � � ,IIIII I�� � � ����� ��� �� � ����IIIII �I' 11114°° IIIII
�II"I" 0 2 5 III""'I;,.
Ill
:u
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'°'
°N'"
Jurisdiction IDOT
Time Period
AM
PHF
0.95
�w
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
IIIIIIIII61IIIIII21
Analysis Year N B 2032 IIIIIIII61IIIIIIII21-BUIIIIIIIIIIIIS
Analysis Period
1 > 7:00
°µ
k
°°����
,c
lllllllntorsectionIIIIIIIL
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
File Name
21IIIIIIII01IIIIIIIII31IIIIII21 NB
AM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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 �,
�15'
C cle s 120.0 Reference Phase 2
y
IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
...�
�,
.� ...�
L..J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III L..J
�
.I
v ',,
<
•
•
011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll
g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
(IIIIIIIIIIII
Uncoordinated No Simult. Ga E/W On
IIIIIIFIIIIIIo p IIIIIIIN IIIII/IIIIIIIISIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Ildlllllllllllllllll IIIIS
IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII
IIIIIIIIIIIIIIM°Illllo illllllle IF
Green 5.4 7.5 49.7 7.1 27.8 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
i m ullllllllt Gllla
rce i xe p O n
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 (P7), 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
,. III � �II� I �
I I �
(III lu' I ��������� �� III II
I I I l i � � � l �� ���!I
�I ���I��� I��� ������ IIIII � ,�II�� ���� ���� � ����� ��I� ��� ��� ����� � �I�i���l IIIII IIIII �I�������� I ,I���'�� IIIII IIIII III�.���� IIIII �� ��.�� IIIII I�I�.�� � ��� ��� ��� ��� �������
� .... ��
���� �
IIIII � I� �
I � �II� � II�
�
II
� � �I��
��� � i��� iglu ����� ����������� ���
���� �II �I�
I I I
����� I
II� I II�
�� � ������ � ������ � �� � �� �III�� III��
�� �II� ��� ��� I
I ���� �
��� �II�� � � � ��� IIIII IIIII
���������� �,�II����� ���IY����� (III �� Illlllllllllu����;
����1������ ��� ���������
�� 'Illu�1'�.., �I
���"��„I I�
�1u1���� �� �' :I.....UII�
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'°'
°N'"
Jurisdiction IDOT
Time Period
AM
PHF
0.95
�w
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
IIIIIIIII61IIIIII21
Analysis Year N B 2032 IIIIIIII61IIIIIIII21-BUIIIIIIIIIIIIS
Analysis Period
1 > 7:00
°µ
k
°°
,c
lllllllntorsectionIIIIIIIL
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
File Name
21IIIIIIII01IIIIIIIII31IIIIII21 NB AM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'r �
��"�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'llI
NB
"�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'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 S
�1��,
C cle s 120.0 Reference Phase 2
y
IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
...�
�,
.� ...�
4I �
.I
L..J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III
L..J
v ',,
<
•
•
011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll
(IIIIIIIIIIII g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 5.4 7.5 49.7 7.1 27.8 0.0
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
Uncoordinated No Simult. Ga E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIFIIIIIIo Illdlllllllllllllllll IIIIS p IIIIIIIN (III/IIIIIIIISIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII
IIIIIIIIIIIIIIM°Illllo illllllle IF
i m ullllllllt Gllla
rce i xe p O n
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
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
7.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
�� III �II�
�� ��I������������ ������� � ,�II�� I I � I� � ���� ����� �I� � I � ����� � i���� ����� �����������„� ,I��'�� ����� ����� II�.���� �������� � ����� �I�. � I � � �. ��� � � �������
� �
����� � � �� ��� ��lu �
�II II� II
I I� II��
���������������� � I I �
I�� I I �.
� ���� I � �������
� �II
II I�
I �II� II �II� II
I I ����� II��� �II���
�II� I
II ����� ����
�III�� � � ����� I � I ���� I I I I ����� �����
������ 1ii�� 1 °��2 IIII�, II1
� 6�'1.,.., ill, � �5 I111111'°
M 1111 �� :J �,
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
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
IDOT
Time Period
AM
PHF
0.95
Urban Street
I L RTE 62 ALGONQU I N ...
Analysis Year
N B 2032
Analysis Period
1 > 7:00
Intersection
IL 62 @ BUSSE
File Name
2032 NB 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
338
426
95
271
64
312
565
155
Signal Information
C cle, s 120.0
y
Reference Phase
2
"I'l""I'll""I'll'll""I'll""I'll"
11111111, ���
1, 11, . , .
1
1111
„„ ��
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilill lillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillill
Reference Point
li llilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillilli lillillillilillillillillillillilliillillilillillillillillillillilliillillilli lillillilliillillilillillillillillillillilliil
Begin
ilillillillillillillilliillill illiillillillillillillillilillillillillillillilliil
Green
5.4
11��
7.5 49.7 7.1 27.8
0.0
.
Uncoordinated No
Simult. Gap E/W
On
Yellow
3.5
3.5 4.5 3.5 4.5
0.0
Force Mode
Fixed
Simult Ga Njs
p
O°n
Red 0.0
0.0 1.5
0.0 1.5 0.0
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 rochDl vh L
a ea s/ e / OS
pp y
Intersection Delay, s/veh / LOS
SB
L T
85 852
EB
WB
NB
SB
L T
R L
T R
L T
R
L
T
R
208
542 103
145 62
265 148
106
68
333
319
8.0
19.6 3.8
5.5 2.4
9.3 5.4
3.9
2.6
12.7
12.8
0.00
0.50
0.00 0.83
0.90 0.00
0.71
0.68
0.00
0.00
40.8
31.9
30.7 25.8
27.3 11.6
13.3
18.7
23.8
24.0
D
C
C C
C B
B
B
C
C
®
30.2
C
16.6
6
23.4
C
12.8 12.7
2.6
24.0 23.8 18.7
8 Q 40.8
19.`' 49.6
27.3
11.6 13.3
3.9
� II...�:�~~~�p IG� 5.4
0 II 0S Ii:)
Il...�;;�S Ikm":m�
I...�;:�� IG".
25.8 2.4
30.7 5.5
31.9 3.8
� Queue Storage Ratio < 1
Queue Storage Ratio > 1
--- 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 ---
II
�....
� II@ �IIII� 9 W u" o" I N
� �M III � � �
III I I � � I � II �� II II II
� IIIII I�I IIIII ��� � IIIII IIIII III � � � IIIII � IIIII IIIII IIIII � �� � � �� ,�II �� � IIIII IIIII II�.IIII � IIIIII � � IIIII II�. III �� �� ����� IIIII � ���I�� ���� � � � �.� �.� IIIII IIIII IIIII � IIIII ��� ' � IIIII I�� IIII�� � I�� ���°� ����� 'll'" �IIII� "II""'�" IIIIIII � � ,�IIIIP ��� � ����� ��' ���� � 111114°°°� IIIII
��III3 IIIIIIIIIIIIIIIIIIIIN ;°I,;E31 LIII'II Illlul!% Iictis
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
�w
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
Analysis Year TOTAL
2032
Analysis Period
1 > 7:00
°µ
k
°°����
,c
Intersection IL 62 @ BUSSE
File Name
2032 TOT 62-BUS AM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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
Signallnformation
C cle s 120.0 Reference Phase 2
y iiii
�,
�
111
w
r
�
•T
•
Offsets 0 Rellfllllllerence Point Be in
g
iiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillill lillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillilliillillillillillil llillillillillillilliillillillillilliillillill llillillilliillillillillillill illillillillillillillillillillillilliillillillilli
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
"Ill""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill ""I'll""Ill""I'll""I'll",Ill""I'l ""I'll",Ill""I'll""I'llIll""I'll"" Ill""I'll""I'll",Ill""I'll""I'll",I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
��������������������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
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 (P7), 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 �I � �� IIIII ���.�� � ��� ��� ��� ��� �������
II 1
IIIII � �� �
9
��� � i��� I����
����� ����������� ���
�� � ������ � ������ � �� � �� ���I ����� ����� ���
����� �� � ,����� � ����
� I ��� IIIII IIII
3 � �� ,ill ° ���� IJ� S II � . ��i(l �
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
AM
PHF
0.95
�w
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
Analysis Year TOTAL 2032
Analysis Period
1 > 7:00
°µ
k
°°����
,c
Intersection IL 62 @ BUSSE
File Name
2032 TOT 62-BUS AM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'I
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
Signallnformation
C cle s 120.0 Reference Phase 2
y iiii
�,
�
111
w
r
�
•
Offsets 0 Rellfllllllerence Point Be in
g
iiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillilll)lllllillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillilli illilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillillillil ll llillillillilliillillillillillillilliillilliilillillillillillillillilliillillillillillillilliillillillill lillillillillillilliillillillillillillilliillillillillillillilliillilliilill lillillillillillilliillillillillillillilliilli lillillilliillillillillillilli liillilliilillillillillillillillilliillillilillill 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 "Ill""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill ""I'll""Ill""I'll""I'll",Ill""I'l ""I'll",Ill""I'll""I'llIll""I'll"" Ill""I'll""I'll",Ill""I'll""I'll",I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
�����������������������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
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
����� � 1ii�� 1 °�� ��� � 0 � � ������ � 11111111, � l ..i��u S ii ��'Ik � III, ��(1 I S
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
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
"I'l""I'll""I'll'll""I'll""I'll"
11111111, ���
1, 11, . , .
1
1111
„„ ��
Offset, s 0
iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillillillilliillillillillillillillilill lillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillill
Reference Point
li llilliillillilillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillilli lillillillilillillillillillillilliillillilillillillillillillillilliillillilli lillillilliillillilillillillillillillillilliil
Begin
ilillillillillillillilliillill illiillillillillillillillilillillillillillillilliil
Green
5.4
11��
7.5 49.7 7.9 27.0
0.0
.
Uncoordinated No
Simult. Gap E/W
On
Yellow
3.5
3.5 4.5 3.5 4.5
0.0
Force Mode
Fixed
Simult Ga Njs
p
O°n
Red 0.0
0.0 1.5
0.0 1.5 0.0
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
.
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...01'4
4.2
� II...�:�~~~�p IG� 5.4
0 II 0S Ii:)
Il...�;;�S Ikm":m�
I...�;:�� IG".
25.8 2.4
31.0 6.2
32.5 4.4
� Queue Storage Ratio < 1
Queue Storage Ratio > 1
--- 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 � � � .... III I III � III II�� III�� �
� ulllIIIII II III II
u � � U19 I � I � �025
''
���� ���II���� !�'.����. !!���!IIII. :��'�I. !!���!!III� "�II���� II !!�'. !!�'. !IV. u u IIII
� , W W ''ll V' '..'�IIV, � �' ��������� i� � .�i!���, ���i � �� � ly "' I W W I I I I V u I� I I ������ � I I I uIIV��� ��� I I I
oI � � � III ' III
I I �'�� �� I� � �� � � � � IIIII I� � I� I� I � IIIII I�I IIIII I�I � iiii IIIII III � I I iiiii � IIIII IIIII IIIII I„ �I � � �� ,III �� � IIIII IIIII IlLiiii � IIIIII � I IIIII IIL III ��� �I ����� IIIII°°°� I�III� I��I �' � I L� �.I IIIII iiii� IIIII � iiii ��� ' � iiii i�� iiii��', � i�l ���°� ����� � Ilul Illu ,
III III I
3I e III 1 ( 1 � uull;l iiiiiiiii BI II�II II IIIII d11111l 11111 ul110i Is
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'°'
°N'"
Jurisdiction IDOT
Time Period
PM
PHF
0.95
�w
�In
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
llntersectionIIIIIIIL IIIIIIIII6°IIIIIII21
IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Analysis Year EXISTING 2025
IIIIIIIII6°IIIIIIII21-BUIIIIIIIIIIIIS
IIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Analysis Period
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
°µ
k
,c
IllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
File Name
21IIIIIIII01IIIIIIIII25 PM.xus
......
Project Description CLOUD HQ
""I , t " 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
II
III 4IIIIIII
II II
II II
III ,III
II�IIIIIIIIIII II�IIIIIIIIIII
"IIIIIIIIIIII ',,,,,,,,IIII
C cle s 130.0 Reference Phase 2
y
IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIII II ...
.III II
II IIII II� ,II ...
I � �
I II
�
��i���...� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��i���...�
IIIIIIIIIIIIIIIIIIIIIIIIII III .
„ II
w
� V
•
•
011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll
,IIIIIIIIIIII g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Ga E/W On
Illdlllllllllllllllll p
IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIM°Illlllo Illldllllllle IIII/IIIIIIIIISIIIII
Green 7.5 17.6 35.1 13.1 34.3 0.0
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Flllllllo rce F i xe S i m uIIllllllllt Gllla N O n
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 (P7), 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
,. III � �II� I �
I ��� I I
� I� I� I � I � �
�� I� .��II I� .�II� � ..�
���� IIIIII III i I�� ICI ul � � �
I �� �
� „I�I,I� �� IIII � I � �� "I� I I � I I� I�
I I�� ������ IIIIII I� ,�II�� ���� I ����� � ����� �I� ��� ��� ����� I� � i���l ,IIII IIIII�� � ������� ,I��'�� ,IIII ,IIII II�.���� ,IIII �I �.�� ,IIII �I�.�� � ��� ��� ��� ��� �������
� .... �� I �
II 1 I�
�.��II .�II�
� I �
� �I�� i �I I
,IIII � � I� � ��� � i��� Iglu .�����
II��
�����������
�II� � II� II
�
I III
��� �I��
���� �II �I�
I I
I I
..�� �.�� �.��II I III II
I � �I II� I II�
�� � ������ � ������ � �� � �� �III�� III��
�� �II� I I
�
��� �II�� � � ����
�I
� II I � ,IIII ,IIII
����������� 2 �1ii�� ��ll����������� 11,111311�,,��,I,�u
�III��� ,IIII ,III �1,11 �,IIIiliIIII�
lLI
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'°'
°N'"
Jurisdiction IDOT
Time Period
PM
PHF
0.95
�w
�In
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
llntersectionIIIIIIIL IIIIIIIII6°IIIIIII21
IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Analysis Year EXISTING 2025 Analysis
IIIIIIIII6°IIIIIIII21-BUIIIIIIIIIIIIS
IIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Period
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
°µ
k
,c
IllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
File Name
21IIIIIIII01IIIIIIIII25 PM.xus
......
Project Description CLOUD HQ
""I , t " 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
II
�15' IIIIIIII
II II III "IIIIIIIIIIII
II�IIIIIIIIIII
II II
,III
II�IIIIIIIIIII ',,,,,,,,IIII
C cle s 130.0 Reference Phase 2
y
...
IIIIIIIIII II �
II II
IIIIII III � � ...
II ���I II� ,II
I � �
I �
II
��i���...� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIII III . ���
„ II
��i���...�
w
� V
•
•
011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll
,IIIIIIIIIIII g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 7.5 17.6 35.1 13.1 34.3 0.0
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
Uncoordinated No Simult. Ga E/W On IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIM°Illlllo Illldllllllle IIIIIIIIIIIIIIIIIIIIIF Illldlllllllllllllllll IIIIIIIIIIIIIIIIIIIS p
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIFIIIIIIIo IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIIIIII.IIIIIIIIIIII IIIIIIIIIIIIIIGIIIa IIIIIIIIIIIIIIIIIIIN�IIII/IIIIIIIIISIIIII IllllllllllllllO�n
rce i xe i m uIIllllllllt
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
.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
�� III �II�
I II � � �..�� � I� � � � � � .� .�I � �� .� �
��� w II I � � I � � �� � I���� I I� � � �
�I �� I I I
� IIII�������� „IIIIII � ,�II�� I I � I� � ���� ����� �I� � I � ����� � i�lll ,IIII IIIIII ����„� ,I��'�� ,IIII ,IIII II�.���� �IIIII� � ,IIII �I�. � I � � �. ��� � � �������
� � ..�� � ..��
� � ��
� � � �
,IIII � � �� �i� iglu �
�II II� II
II �II
II I II��
���������������� � I I �
I�� .. ..
I I
� �
� ���� I � �������
� �II
�.� I�I III
I �II� I �II� I
I I ����� II��� �II���
�II�II
II II I
�III�� � � ����� I I
I
� ���� I � I ,IIII ,IIII
������ 1i��� 125 �' ���� 11111
U I�� , ,IIII )IIII i,ii
�����IllI�� �
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 EXISTING 2025
IIIIIIIII61IIIIII21 IIIIIIIII6°IIIIIIII21-BUIIIIIIIIIIIIS
Analysis Period 1 > 7:00
,
°°����
,c
lllllllntorsectionIIIIIIIL
@ BUIIIIIIIIIIIISIIIIIIIIIIISIE
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""'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
397
396 191
489
121 464 950 157
102
646
34
Signal Information
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
C cle s 130.0 Reference Phase
y
2 �,
II���
I �
..
II���
011llllllllff°Inset s 0 Re°Illfllllllerence Point Be inllllllllll
IIIIIIIIIIIII g
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 7.5 17.6 35.1 13.1 34.3 0.0
IIIIIIIIIIIIIIIIIIIIY�IIIe�ll�lllllllllllo��llllll IIIIIIIIIIIIIIIIII3�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII41III.IIIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIII31III.IIIIIIIIIIIIII5�IIIIII IIIIIIIIIIIIIIII4�III.IIIIIIIIIIIII51IIIIIII IIIIIIIIIIIIIIIIIIOIIII.11llllllllll1011llllll
Uncoordinated No Simult. Ga E/W On IIIIIIIII
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 0.969 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
3410
179
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
Incremental Delay Factor (k)
0.50 0.50
0.11 0.50
0.50
0.35
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
0.51
0.43
0.33
0.27
Permitted Saturation Flow Rate (sp), veh/h/In
900
938
0
735
0
568
0
Shared Saturation Flow Rate (ssn), veh/h/In
0
Permitted Effective Green Time (gp), s
0.0
36.2
0.0
37.2
0.0
35.2
0.0
Permitted Service Time (gu), s
0.0
22.0
0.0
12.7
0.0
31.8
0.0
Permitted Queue Service Time (gps), s
3.9
12.7
0.8
Time to First Blockage (gf), s
34.2
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
28.5
7.5
13.1
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
0.128
0.000
0.122
0.000
0.142
Pedestrian Mcomer / Mew
0.00
0.00
0.00
0.00
Bicycle ca / da
526.99 35.26
781.64
24.12
864.58 20.95
539.93
34.64
Bicycle Fw / F�
-3. 64 0.69
-3. 64
0.70
-3. 64
1. 36
-3. 64
0.68
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
"
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillill�illillillillillillilliillillillillillillilliillillilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillilillilI
Offset s 0 Reference Point Begin
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillilliillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliillillillillillillilliillillillillillillillillilliillillillillillillillillilliilGreen 7.5
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On Yellow 3.5
Force Moiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillde Fixed Simult. Gap N/S On11,1111,
Redmmmmmm0 0
UJI
1 1
illillillillillillilliillilI
�. ..
�� 1
I���
"'II
........
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
C
C
B
D
iiiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillill
Approach Delay, s/veh / LOS
illiilillillilliillillillillillillilliillilli3llillillillilliillill3illillillillIIIIIIIIII'IIIIIIID
IIIIIIIIJIiD
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
7
q^ 4.8
I..,.0s c
0 II 0S Ii:
13.6
IL..OS IE
I...OS IG"m 19.6
22.1 111immmm 4.3
28.7 9.5
30.4 7.8
Queue MMMM Delay
Queue Storage Ratio < 1
Queue Storage Ratio > 1
--- 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 ---
II
�....
� II@ �IIII� 9 W u" o" N
� �M III � � � �'� "�II'� !�'.�������. !!���!III�. :��'���. !!���!!III� "�II����� II !!�'.� !!�'.� !IV. u u I
I � , W W '''I V '...Ipl, � ��������� � .�������� ���� ' �� � IV ' ' � i i I III ��� � ul pl '
u I� I I ������ � I I I uIIV��� ��� I ull��,� a ull���� �� u
i�' III � � � III ' ' �� I
II� �II I iiii�� � IIIIII I IIIIII I I IIIIII I I iiii IIIII III � � I IIIII IIIII IIIII IIIII I �I � �� ,III �� � IIIII IIIII Il�.iiii � IIIIII I IIIII II�. II�'� �� ����� IIIII � � �II� I� � " ' � �. .I IIIII iiii� IIIII iiii � � ' iiii i � iiii� "' i � � � ����� '" IIIII � IIIII 025 ,� ����� ��� � ���� � I IIIII IIIII
� � � � �" � � a � � � � � �� ��� � � � � � � � �� � ��
�� 2 5 IIII' ;°I� IJIII� SIIIII IIII °IIIIIIII II III
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'°'
°N'"
Jurisdiction IDOT
Time Period
PM
PHF
0.95
�w
�� �:.
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
°µ
k
°°
,c
l ntorsection l @ B U E
F iI a Name
2 N B U P M .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
��
SI
C cle s 130.0 Reference Phase 2
y
1
1111 I
•
•
Offset s 0 Rellfllllllerence Point Be in
illillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillill lillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillilli it illillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillil llillillillillillillilliillillillillillillilliillillillillillillilliillillil liillillillillillillilliillillillillillillilli g
U n coo rd i n ate d N o S i m u l t. G a E/W O n
� illilile IIIIIIIIIIIIIIIIS p
������F����orce
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��������
""Ill""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill IIIIIIIIIIIIlillillillillillillillillillilli
Mo Fixed i m u It Ga N��js On
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 (P7), 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 �I �.�� IIIII ���.�� � ��� ��� ��� ��� �������
II 1
IIIII � � �� � ��� � i��� I���� .�����
����������� ���
�� � ������ � ������ �
�� � �� ������ �����
��� ����� � � �� � ����� IIIII IIIII
3 IIII N� IIIII
111 � 1111 °'�° �u S IIIII
IIII 11,1 �11 JII' ��
HCS Signalized Intersection Results Summary
General Information
Intersection Information
,1°'
��� ��"���� �°
°*
Agency GHA
Duration, h
0.250
Analyst M KP
Analysis Date Apr 20,
2025
Area Type
Other'°'
°N'"
Jurisdiction IDOT
Time Period
PM
PHF
0.95
�w
�� �:.
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
°µ
k
°°
,c
ntorsection @ B U E
F iI a Name
2 N
B U P M .xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
��
SI
C cle s 130.0 Reference Phase 2
y
1
1111
I
I
•
ll
Offset s 0 Rellfllllllerence Point Be in
g
illillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillill lillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillilli it illillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillil llillillillillillillilliillillillillillillilliillillillillillillilliillillil liillillillillillillilliillillillillillillilli 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 coo rd i n ate d N o S i m u l t. G a E/W O n ""Ill""I'll""I'll",Ill""I'll" I'll",ll,Ill""IlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ll1111111111lillillillillillillillillillilli
�����������������������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
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
1 11
II
������ 1ii�� 1 °��2 IIII�, II1 �
6�'1,"1111 ill, IIIII
IIII :
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
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���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������l����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������
Signal Information
iiiiiiiiiiiiiC llilliillillill1�lillillillill3�illillil0� llillillil0lillillilli llilliilliillilllliillilli21 liillillillillillillillillillillilliillillillillillillilliilililI
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................""""""""""""""""""""""""""""""
11 11111
' "A
'W
ELLU"
�������IIIIIIIIIIIIIIIIIIIIIIililI
tm
Cycle, s ReferencelllllillilPhase
iiiiiiiiiOffset,
����� . �� ...�
i��
.� ...
�� . I
"��"�"
"""J
III IIIIIIIIIIIIIIIIIIi......1,I III
I����.���
"'ll
"""J
1,
Y2 �
v MV
s 0 Reflillierence Point Begin�
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill lillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliilli it llilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillill illillillillillillillillillillilliillillillillillillilliillillillillillillill lillillilliillillillillillillilliillillillilli lillillillillillillilliillilli lillillillilliillillillillillillillillillillilliil
Uncoordinated No Simult. Gap E/W On llillillillillI
����������������������������������M�������o ����d�������e �������������Fixed ������������� ���������������S ��������������G���a �������������������N�����j���������s����� ���������������Oln
�(
Green 7.8 19.7 32.6 13.9 3 3.5 0.0
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll,'ll""I'll""I'll",'ll""I'll""I'll",,� "I'l""I'll""I'll'll""I'l'll""I'll""I'll",'ll""I'll""I'll",���������������'ll""I'll""I'll'll""I'llI "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",Ill"","I:Tr 1
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillillI
iiiiiiiiiiiiiiiiiiiiiillillillilI
iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillilliillillillillillillilillilI
iiiiiiiiiiiiiiiiiiiiiillillillillillillillilillI
iiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillillillillillillillilliillillillillillillillilillillillillillillilliillillilillillillillillI I "
Yellow 3.5 3.5 4.5 3.5 4.5 0.0
.�� ' " dis
*
IIIIIIIIII
F�������o Force i m u t p
Red
0.0
0.0
1.5
0.0
1.5
0.0
Movement Group Results
EB
WB
NB
SB
Approach Movement
L
T
R
L
T
R
L
T R
L
T
R
Backof Queue ( Q ), ft/In ( 95 th percentile)
253
369
219
260
117
551
358 131iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillI
118
460iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilliillillillillillillillilliillillillillillillilliI
438
Back of Queue ( Q ), veh/In ( 95 th percentile)
9.8
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillilillilI
14.3
iiiiiiiiiiiiiiiiiiiiiillillillillilillillillillillillillillilliillillillillillillillillillillillilliillillillllllllllllillillillillillillilliillillillillillillillillillillillilliillillillillillilliillillillillillillilliillillililIiiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillI
8.3
10.2
4.6
21.7
14.2 4.9
4.7
17.6
17.5
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillililllllllIIIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillilillilI
Queue Storage Ratio ( RQ ) ( 95 th percentile)
0.00
4.92
1.07
0.00
1.55
1.87
0.00 0.87
1.18
0.00
0.00
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilI
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
Level of Service (LOS)
D
C
C
C
C
E
C B
C
D
E
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilll11111111illiillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilli������llilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillilillillill������illilliilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliilli������illillilillillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliililI
Approach Delay, s/veh / LOS
1111111111111111111111111111�
.
C
�������������IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl51111111111211:11511111IIIIIIIIIIIIIIIIIIIIIIll�
D
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillllillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliill""IlI
Intersection Delay, s/veh / LOS
llllllllllillllllllllllillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillilillillillillllIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIIlillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillilillilliiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillllllI
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillilliliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillilliillillillillillillillillillillillillillillilliillillilliillillililiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI
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...01'4
4.9
I....... 0S C
0 II...0S Ii:) 14.2
IL..OS IE
I...OS IF 21.7
22.0 IN==== 4.6
29.0 10.2
30.9 JIM======== 8.3
Queue MMMM Delay
� Queue Storage Ratio < 1
Queue Storage Ratio > 1
--- 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 ---
�....
II� � III I�'� III�� � �� �� I�
@ 9
�� II
0 U19I
II��
������ ���II����� !�'.�������. !!���!III�. :��'���. !!���!!III� "�II����� II !!�'.� !!�'.� !IV. u u u
II III III °'I u' '..'ull, � � � � V' "' U W W '
u I� I I ������ � I I I uIIV��� ��� I ull��,� a uIV���� �� u u W
i�' III � � � III ' ' i
I I �'�� �� I� � �� � � � � IIIII I� � I' � � �°� I� I� � � I I IIIII I�I IIIII I�I � iiii IIIII III � � I iiiii � IIIII IIIII IIIII I„ �I � � �� ,III �� � IIIII IIIII Il�.iiii � IIIIII � I IIIII II�. II�'�� �� ����� IIIII°°°� ���II� I��� �' � � �.� �.I IIIII iiii� IIIII � iiii ��� ' � iiii i�� iiii��', � i�� ���� ����� '" Ilul � Ilul � � ,IIIII I�� � ����� ��' � ���� �� 11114°°°� IIIII
�� I I3 IIII III IIIIIIIIIIIIIN ;°I,;B, LIII ISIIIII IIII I « I Is
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
�w
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
Analysis Year TOTAL
2032
Analysis Period
1 > 7:00
°µ
k
°°
,c
Intersection IL 62 @ BUSSE
File Name
2032 TOT 62-BUS PM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
��
'1111111
C cle s 130.0 Reference Phase 2
y
..
1
•
•
'll�
Offsets 0 Rellfllllllerence Point Be inill111111
iiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill lillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliill g
U n coo rd i n ate d N o S i m u l t. G a E/W O n
p
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��������
""Ill""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill IIIIIIIIIIIIlillillillillillillillillillilli llillillilillillillillillillilliillillililli illillilillillillillillillillilliillillillill lillillilliillillillillillillilliillillillill lillillilliillillillillillillilliillillillill
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
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 ( 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 (P7), 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
� � �I�� �� ��II ������ IIIII � ����� � �� ���� � ����� ���� � � �� ����� I ��i���l IIIII IIIII ��������� � ,���I'�� IIIII IIIII ����.���� IIIII �I � .� IIIII ����.�� � �� � � ��� � � ������
II 1
IIIII � �
9
� � � i I����
����� � ����� ���� � �
�� � ������ � ����� �� � � ���I ����� ����� � �
����� � � ,����� �
� � IIIII IIII
3 � �� ,ill °���� II III S IIIII IIIII 111 ��11 �,�
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
�w
�� �:.
Urban Street I L RTE 62 ALGONQU I N ...
Analysis Year TOTAL 2032
Analysis Period
1 > 7:00
°µ
k
°°����
,c
Intersection IL 62 @ BUSSE
File Name
2032 TOT 62-BUS PM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
'1111111
C cle s 130.0 Reference Phase 2
y
�, 1
1111 �
.. 1
1
•
•
'll�
Offsets 0 Rellfllllllerence Point Be inill111111
g
iiiiiiiiiiiiillillillillillillilliillillillillillillillilillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillill lillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillilli it illillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliillillillillillillilliillillillil llillillillillillilliillillillillillillilliill 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 ""Ill""I'll""I'll",Ill""I'll" I'll",ll,Ill""I'll""I'll",Ill""I'Ill IIIIIIIIIIIIlillillillillillillillillillilli llillillilillillillillillillilliillillililli illillilillillillillillillillilliillillillill lillillilliillillillillillillilliillillillill lillillilliillillillillillillilliillillillill
�����������������������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
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
�� ��� ������ � IIIII � �� ,����� � � � � �� � ���� ����� ��� � � � ����� � i�lll IIIII IIIII�������� ,���'�� IIIII IIIII ���.���� � IIIII � IIIII ���. � � � � �. ��� � � �������
IIIII � � �� �i� ����� �
����������������� � � �
� ���� � � �������
� � ����� ���� ����� ����� � �����
I II l��
� ,����� ���� � �����
� � � IIIII IIII
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
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
"
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillill�illillillillillillilliillillillillillillilliillillilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillilillilI
Offset s 0 Reference Point Begin
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Green 7.8
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated No Simult. Gap E/W On Yellow 3V
5
ForceMoiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillde Fixed Simult. Gap N/S On Red
UJI
1 1
illillillillillillilliillilI
�. ..
�� 1
I���
"'II
19.8
32.
32.E.O
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillillillillilliililillllllllI
3.5
iiiiiiiiiiiiiiiiiiiiiillillilillillillillillillillillillillilliillillillillillillillillillillillilliillillillillillilliililI 1111111115.0
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
iiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillilliillillillillilliillillillillillillillillillillillillilliillillillillillillillIApproach Delay, s/veh / LOS"I'l""I'll""I'llIll""I'll""I'll",Ill""I'll""I'll",Ill""I'llllIll""I'll""I'll",Ill""I'll""I'll",Ill""������Ill""I'll""I'llllIll""I'll""I'll",Ill""I'll"I
.11111
11�
IIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIIl111111
11111 iiiiiiiiiiiiiiiiiiiiiillillilllllllllllI iiiiiiiiiiiiiiiiiiiiiillillilillill�������illillillillillillilliillilliCIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlillillillillillillilliillillilillillilililI
.
"I'l""I'll""I'llIl""""""'I'Il,ll'I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Intersection Delay, s/veh / LOS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.1
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
D
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
17.6 17.7
4.7
33.8
56.4 55.6
10.0 1Q 43.4
14. W 26.5
57.0
11
11
22.9 16.0
� L 0"41) A T
11
0 II...0S li:) 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
--- 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'l' 'II� .�I I
IIIIIIIII I I � iiii� I IIIII ��� iiii 202 uIIIII���
0,'
5 �I�1 III 'l I I� II�, iii�� II .. !.�II ���� I.�' I:I �� � ���� 11114°° IIII
I I3,111", m1" 1( I 1 6 I�2 BI IJi SIIIII IIIII :IIII10 I
HCS Signalized Intersection Input Data
General Information
Intersection Information
,1°'
���� �"���� �°
I*
Agency GHA
Duration, h
0.250
Analyst M KP
Analysis
Date Apr 21,
IIIIIAM
2025
Area Type
,IIII
Other
III0.95
.- �'°'
°N'"
, ::::
Jurisdiction IDIIIIIIIIIIIOT
Time Period
PHF
�ll
�1
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street I L RTE 62 ALGONQU I N ...
lllntersectionI�IIIIIIL IIIIIIIII6°IIIIIII21
IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIII ,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Year EXISTING 2025 Analysis Period
IIIIIIIII6°IIIIIIII2�-LIIIII�IIIIIIN
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
l
�� �k
,c
��lllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
@ L°IIIIIIIIIINNEMAN
File Name
21IIIIIIII01IIIIIIIII25
AM.xus
......
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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
IIIIIIIIIIIIIIIIIIIIIC IIIIII IIIIIIIIII21
IIII ,IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I IIIIIIIII31IIIIIIII81 IIIIIIIIII91 I IIIIIIIIIIRe°Illfllllllerence
.�
0
��i"'���I � III, II;����III���III.
.� II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.�
cll�lllllle s Phase
yIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I�
IIIIIIIIIIIIIIII �
IIIIIIIIIIIIIIIIIIIIIIIIII III .
IIIIIIIIII,, ,�
.
II IIIIII IIIIII IL IIIIII
,IIIIIIIIIIIIIIIIIIIIIIIIII ,IIIIII III
,���
IIIIIIIIIIIIIIIIIIIIIIIIIIIII�� .
�I
,IIII I
III��
��� IIIIII II� ,II
IIIIII
Aw
�.
011llllllllff°Inset, s 0 Re°Illfllllllerence Point Beginllllllllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII III ,IIIIIIIIIIIIIIIIIII
Green
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0.3
1.0
1..
16.7
,IIIIIIIIIIIIIIIIIIIIIIIIII
11111
6.0 0.0
,IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Uncoordinated Yes Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,,IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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 (P7), 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
,. III � �II� I �
I
IIII lu' I ��������� �� III II
I I I l i � � � l �� ���!I
�I ���I��� I��� ������ IIIIII � ,�II�� ���� ���� � ����� ��I� ��� ��� ����� � �I�i���l ,IIII IIIIII �I�������� ,I���'�� ,IIII ,IIII III�.���� ,IIII �� ��.�� ,IIII I�I�.�� � ��� ��� ��� ��� �������
� ....
�����
,IIII � I�
�� I � �II� � II�
II lu' Ii
� � �I��
� ��� � i��� iglu ����� ����������� ���
����
�����
�� � ������ � ������
�II �I� �� �II�
I I
I I' I Im
II� I II� I
� �� � �� �III�� III�� ��� �II�� � � ����
��
n" ����
II I � � ,IIII ,IIII
�II�� � ��ii��ll��� ���� ,IIII IIII �� I��� ��� ����� �II���.� � ��
HCS Signalized Intersection Results Summary
General Information
Intersection Information
,1°'
���� �"���� �°
I*
Agency GHA
Duration, h
0.250
Analyst M KP
Analysis
Date Apr 21,
IIIIIAM
2025
Area Type
,IIII
Other
III0.95
.- �'°'
°N'"
, ::::
Jurisdiction IDIIIIIIIIIIIOT
Time Period
PHF
�ll
�1
�illillillillillillillillillillilliillillillillillil� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Urban Street I L RTE 62 ALGONQU I N ...
IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
lllntersectionI�IIIIIIL IIIIIIIII6°IIIIIII21
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII
Analysis
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIII ,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
Year EXISTING 2025 Analysis Period
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIII6°IIIIIIII2�-LIIIII�IIIIIIN
IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1 > 7:00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
l
�� �k
,c
��lllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
@ L°IIIIIIIIIINNEMAN
File Name
21IIIIIIII01IIIIIIIII25
AM.xus
......
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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 IIIIII IIIIIIIIII21
IIIIIIIIIIIIIIIIIIIIIC
IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I IIIIIIIII31IIIIIIIII81 IIIIIIIIII91 I IIIIIIIIIIRe°Illfllllllerence
.�
0
"'I III ;IIIIIIIIII III.
.� II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.�
cll�lllllle s Phase
yIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I�
IIIIIIIIIIIIIIII �
IIIIIIIIIIIIIIIIIIIIIIIIII III .
IIIIIIIIII,, ,�
.
II IIIIII IIIIII IL IIIIII
,IIIIIIIIIIIIIIIIIIIIIIIIII ,IIIIII III
,���
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .
�I
,IIII I
III��
��� IIIIII II� ,II
IIIIII
Aw
�.
011llllllllff°Inset, s 0 Re°Illfllllllerence Point Beginllllllllll
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Green
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0.3
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1..
16.7
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
,IIII
6.0 0.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0.0
Uncoordinated Yes Simult. Gap E/W On
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
4.2
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 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
7.8
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
A
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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
�� IIII IIII
.,.� I I � I�
ll I
��� w III II � � ..�� � � � ��� .� ..�I � � .�
I
� ��� � I� �� �� �� �
�� ��I������������ ������� � ,III�� I I � II I ���� ����� �I� I I � ����� � i���� ����� �����������„� ,I��'I� ����� ����� IIL���� �������� � ����� �I�. � I � � �. ��� � � �������
�� ��
IIII
����� � �
�� � ��� �
..�� ��..��
� �
�� ��� ��lu �
III III II II
II II
I II��
���������������� � I I �
III � III
II III
II
I.. .. .� III IIII
� I. I� III III
� ���� I I ������� I I ����� II��� �II���
IIII I
ll, ���� ���
IIII I
�III�� � � ����� I I � ���� � I � ����� �����
����� 1' 12 5 �' ��� ,,,,,,,ill, ����� IIhil I111111�111111k � III,, �I ��
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
HCS Signalized Intersection Results Graphical Summary
General Information
Intersection Information
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilliillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliillillillillillillillillillilliillillillillillillillilliillillillillillillilliilillilI
Agency
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilillillillillillillillillilliillillillillillillilliillillillillillillilliilliilI
GHA
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillI
Duration, h
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
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
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 11
Demand ( v ), veh/h
46
509
8
8
378
41
10
0
Signal Information
51
I .
I
Cycle, s 38.9
Reference Phase
2
IIILiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillill�illillillillillillilliillillillillillillilliillilliillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillillillillilliillillillillillillillilillillilillillillillillillillilliillillillllllI..J
III IIIIIIIIIIIIIII11iiiiiiiiiiiiiiiiiiiiiilli�IIIIIIIIIIII II
IIIIi IIIIIIIIIIIIIIII11II111111�111IIIIIIIIIIIIII L..J
..� ...�
,
Offset, s 0
iiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillillillillilliillillilillillillillill llillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillillillill
Reference Point
it lillillillillillilliillillillillillillilliillillilillillillillillillilillillillillillillillillilliillilli illillillillillillilillillillillillillillillilliillillillillillillilliillilli illillillillillillillilliillillillillillillill
Begin
llillillilillillillillillillil illilliillillilillillillillillillilillillillillili
Green
0.3
I
1.0 16.7
6.0 0.0
Uncoordinated,111111111111111111 Yes11111111111111111,
Simult. Gap E/W
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliillillillillillillilliillillillillillillilliillillillI
OnillI
IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillililI
Yellow
iiiiiiiiiiiiiiiiiiiiillillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillillillillillillilillillillillillillilliillillillillillillilliillillilillillillilillill
3.0
0.0 4.5
4.5 0.0
i
Force Mode
Fixed
Simult. Gap N/S�/
OnlllllllllllllllllllIIIIIIIIIIIIIIIII
Red 0.0
0.0 1.5
1.5 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
ApproachDelay, s/veh /L OS
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillilliillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillilillillillilI
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
A
B
6.8iiiiiiiiiiiiiiiiiiiiiillillillillillillilI
A
7.1illillillilliillillillI
A
1111111111111111111111111111
14.1
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilliillilliil
lillillillilliilillillillillillillillilliilli iillillillillillillilliillillillillillillilliilillillillillillillillilliillilliillillillillillillilliillillillillillillilliili
llillillillillillillilliillilliililil lllllllllllllllIIIIIIIIIIIIIIIIIIIIII11
7.8
11illillillillillillillii llilliillil
illillillillilliillillillillillillilliilillll'i' Ill""I'll""Ill""I'll""I'll",Ill""I'll""I'll
",ll",Ill""I'll""I'll",Ill""Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""I'll""I'll",ll'Il
1,Ill""I'll""I'll",Ill""I'll""I'll",ll",Ill""I'll""I'llillIllilliillillillillill""IllIll""I'hill,lilill,ilillll'i'lli'hill'i'llillll'i'llilililililil Ill""I'll""I'll",Ill","I
0.2 6.0
1.4 M 6.9
1.4 i M 6.9
14.1
0.2
6.6 0.2
7.2 =1.1
6.5 M 0
IV
A
all
--- Messages ---
No errors or warnings exist.
--- Comments ---
Ca pyI��IIIII �� �Il�lllI�II� III1 I IIIII III � �IIII!�'..'I ���� 2 (1 ulI�I�I II..rate
�,
� � � �1 �1 �l
IIIII IIIII
2 1I°) 2 5 6 2 ........... IIIII IIII�II �Ilull!'��'�k�m �'�I, �.I������ �I�I
HCS Signalized Intersection Input Data
General Information
Intersection Information
,1°'
���� �"���� �°
I*
Agency GHA
Duration, h
0.250
Analyst M KP
Analysis
Date Apr 21,
�����AM
2025
Area Type
11111
Other
III0.95
.- �'°'
°N'"
, ::::
JurisdictionDOT
Time Period
PHF
�ll
�1
�illillillillillillillillillillilliillillillillillil� lillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillilliilli� lily il� il� lillillilliillillillillillillil�
Urban Street I L RTE 62 ALGONQU I N ...
�����������������������ntersection ���� ������I������L ��������6�������2� ��������@
illillilliillillillillillillilli� illillillillillillill�
Analysis
����������F:Ie
llilliill� illilliillillillillillillilliillillillillillilli� l� lillillillillillillillillilliillillillillillillilliillillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillill�
Year N B 2032
������ ���������2��������0���������3�������2� �������6��������2�-L���I������N
llillillilliillillillillillillii� illillilliillillilli� llilliillillil� illillillilliillill� llillillillillil� lilliillillillil�
Analysis Period
llilliillillillilli� illillillillillilliillillillillillillillillillillillilliillillillillillillilliillillillillillillii�
1 > 7:00
l
�k
,c
L���I������NNEMAN
Name
NB
AM.xus
Project Description CLOUD HQ
""I , t ° 11, ,�- °'I, �
��"�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'llI
NB
"�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'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 �� ����������0� ���������� ������e ������ ����������21
��i"'���� � , ����I�����,,,.
4���������0��
c�l�������e s Rellllf
re n ce Phase
.
��
�.���
����
Aw
�.
Offset, s 0 Reference Point Begin
iiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillil llillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillill li lillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillilli illillillillillillilliillillillillillillilliillillillillillillillillillillil illillillillillillilliillillillillillillillill llillillilliillillillillillill llI !,Ill llllllillillili
Green
0.3
1. 0
1..
17.6
11111
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 (P7), 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
it lu' I ��������� �� ail it
�� ll����� ��ll ������ IIIII � ,����� ���� ���� � ����� ll�� ��� ��� ����� I ���i���l IIIII IIIII ���������� ,��ll �� IIIII IIIII ����.���� IIIII �l ��.�� IIIII ����.�� � ��� ��� l�� ��� �������
�����
IIIII � ��
it lu' ''
� ��� � i��� l���l ����� ����������� ���
�����
�� � ������ � ������
i I' i Im
� �� � �� ������ ����� ��� ����� � � ���
n" �����
�� IIIII IIIII
���mi��, � ,�������� �����u�� � IN
II11iiil'l1�l�6 ��� �u11iji�� �������� ��������� III�"��� �uul1�1��1l�lk��
III, ��l11(I�„... II„