HomeMy WebLinkAboutUNION PARK - PDP230005 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES
TABLE OF CONTENTS
I. INTRODUCTION ........................................................................................................ 1
II. EXISTING CONDITIONS .......................................................................................... 2
Land Use ......................................................................................................................... 2
Roads .............................................................................................................................. 2
Existing Traffic ................................................................................................................. 5
Existing Operation ........................................................................................................... 5
Pedestrians Facilities ...................................................................................................... 9
Bicycle Facilities .............................................................................................................. 9
Transit Facilities .............................................................................................................. 9
Accident Analysis ............................................................................................................ 9
III. PROPOSED DEVELOPMENT ............................................................................... 11
Trip Generation ............................................................................................................. 11
Trip Distribution ............................................................................................................. 11
Background Traffic Projections ..................................................................................... 11
Traffic Assignment......................................................................................................... 17
Total Traffic ................................................................................................................... 17
Connection to Paddington Road ................................................................................... 17
Signal Warrants ............................................................................................................. 24
Geometry ...................................................................................................................... 24
Operations Analysis ...................................................................................................... 24
Pedestrian Level of Service ........................................................................................... 28
Bicycle Level of Service ................................................................................................ 33
Transit Level of Service ................................................................................................. 33
IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 34
LIST OF TABLES
1. Current Peak Hour Operation .................................................................................... 8
2. Trip Generation ....................................................................................................... 13
3. Short Range (2028) Background Peak Hour Operation .......................................... 27
4. Long Range (2045) Background Peak Hour Operation ........................................... 29
5. Short Range (2028) Total Peak Hour Operation ..................................................... 30
6. Long Range (2045) Total Peak Hour Operation with Paddington Road
Connection and Signal at the Ziegler/Paddington-Grand Teton Intersection ........... 31
7. Long Range (2045) Total Peak Hour Operation with Paddington Road
Connection but No Signal at the Ziegler/Paddington-Grand Teton Intersection ...... 32
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES
LIST OF FIGURES
1. Site Location ............................................................................................................. 3
2. Existing Intersection Geometry.................................................................................. 4
3. Recent Peak Hour Traffic ......................................................................................... 6
4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7
5. Site Plan .................................................................................................................. 12
6. Trip Distribution ....................................................................................................... 14
7. Short Range (2028) Background Peak Hour Traffic ................................................ 15
8. Long Range (2045) Background Peak Hour Traffic................................................. 16
9. Site Generated Peak Hour Traffic with No Connection to Paddington Road ........... 18
10. Site Generated Peak Hour Traffic with the
Paddington Road Connection and Signal ................................................................ 19
11. Site Generated Peak Hour Traffic with the
Paddington Road Connection and No Signal .......................................................... 20
12. Short Range (2028) Total Peak Hour Traffic ........................................................... 21
13. Long Range (2045) Total Peak Hour Traffic with
Paddington Road Connection and Signal ................................................................ 22
14. Long Range (2045) Total Peak Hour Traffic with
Paddington Road Connection and No Signal .......................................................... 23
15. Short Range (2028) Geometry ................................................................................ 25
16. Long Range (2045) Geometry ................................................................................. 26
APPENDICES
A. Study Limits/Base Assumptions Form
B. Recent Peak Hour Traffic Counts
C. Current Peak Hour Operation/Level of Service Descriptions
D. Peak Hour Signal Warrants
E. Short Range (2028) Background Peak Hour Operation
F. Long Range (2045) Background Peak Hour Operation
G. Short Range (2028) Total Peak Hour Operation
H. Long Range (2045) Total Peak Hour Operation
I. Pedestrian/Bicycle Level of Service
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 1
I. INTRODUCTION
This Transportation Impact Study (TIS) addresses the capacity, geometric, and
control requirements for the proposed Union Park Mixed-Use development. The proposed
Union Park Mixed-Use development is located west of Ziegler Road and south of
Paddington Road in Fort Collins, Colorado. This TIS addresses both the short range
(2028) and the long range (2045) futures.
During the course of this analysis, numerous contacts were made with City staff,
the project developer (Landmark Homes), the project planning consultant (TB Group),
and the project engineering consultant (Highland Development Services, Inc.). Since this
land is within the City of Fort Collins, the traffic impact study guidelines for Fort Collins,
as contained in the “Larimer County Urban Area Street Standards” (LCUASS) were used.
The study involved the following steps:
- Collect physical, traffic, and development data;
- Perform trip generation, trip distribution, and trip assignment;
- Determine peak hour traffic volumes;
- Conduct capacity and operational level of service analyses on key intersections;
- Analyze signal warrants and geometric requirements.
The following intersections, as agreed to in the scoping discussions, were
addressed in this traffic study: Ziegler/Council Tree-HP Access, Ziegler/Target Service
Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/
Target Service Access, and Corbett/Lowes Service Access-Site Access intersections.
Appendix A contains the Transportation Impact Study Base Assumptions form and related
attachments for the Union Park Mixed-Use development.
The long range (2045) analysis in this TIS serves as a replacement of the “Ziegler-
Corbett/Union Park Mixed-Use Master Transportation Impact Study,” dated January
2023. It addresses the staff comments and access changes pertaining to the previous
submittal. Particularly it addresses a long range (2045) connection from the site to
Paddington Road and a potential signal at the Ziegler/Paddington-Grand Teton
intersection.
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 2
II. EXISTING CONDITIONS
The location of the Union Park Mixed-Use site is shown in Figure 1. It is important
that a thorough understanding of the existing conditions be presented.
Land Use
The project site is currently vacant. The land surrounding the site consists of
primarily commercial and residential uses. There are commercial uses to the south (Front
Range Village) and southeast (HP Campus) of the site. There are residential uses to the
north, northeast, and west of the site. The center of Fort Collins lies to the northwest of
the Union Park Mixed-Use site.
Roads
The primary streets near the Union Park Mixed-Use site are Ziegler Road, Council
Tree Avenue, Corbett Drive, Hidden Pond Drive, and Paddington Road. The existing
geometry and control at the Ziegler/Council Tree-HP Access, Ziegler/Target Service
Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service
Access, and Corbett/Lowes Service Access intersections is shown in Figure 2.
Ziegler Road is to the east of (adjacent to) the Union Park Mixed-Use site. It is a
north-south street designated as a four-lane arterial street between Horsetooth Road and
Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler Road has a
four-lane cross section and an existing posted speed of 40 mph. At the Ziegler/Council
Tree-HP Access intersection, Ziegler Road has northbound and southbound left-turn
lanes, two through lanes in each direction, and northbound and southbound right-turn
lanes. The Ziegler/Council Tree-HP Access intersection has signal control. At the
Ziegler/Target Service Access intersection, Ziegler Road has a northbound left-turn lane
and two through lanes in each direction. The Ziegler/Target Service Access intersection
has stop sign control on the Target Service Access. At the Ziegler/Hidden Pond
intersection, Ziegler Road has a center two-way continuous left-turn lane and two through
lanes in each direction. The Ziegler/Hidden Pond intersection has stop sign control on
Hidden Pond Drive. At the Ziegler/Paddington-Grand Teton intersection, Ziegler Road
has northbound and southbound left-turn lanes and two through lanes in each direction.
The Ziegler/Paddington-Grand Teton intersection has stop sign control on Paddington
Road-Grand Teton Place.
Council Tree Avenue is an east-west street designated as a local street on the Fort
Collins Master Street Plan. Currently, Council Tree Avenue provides access to the Front
Range Village shopping center and has a four-lane cross section. The east leg of the
Ziegler/Council Tree-HP Access intersection provides access to the HP Campus and has
a four-lane cross section. At the Ziegler/Council Tree-HP Access intersection, Council
Tree Avenue-HP Access has eastbound and westbound left-turn lanes, one through lane
in each direction, and a westbound right-turn lane.
BURLINGTON NORTHERN RAILROAD
25
Harmony
Ziegler
Hidden Pond
Co
r
b
e
t
t
Ti
m
b
e
r
l
i
n
e
Council Tree
Union Park
Mixed-Use
Horsetooth
Kingsley
Grand TetonPaddington
SCALE: 1"=2000'
SITE LOCATION Figure 1
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ASSOCIATES Union Park Mixed-Use TIS, December 2023
Page 3
EXISTING INTERSECTION GEOMETRY Figure 2
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 4
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
Lowes
Service
Access
Co
r
b
e
t
t
- Denotes Lane
_ Two-way Continuous
Left-turn Lane
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 5
Paddington Road-Grand Teton Place is to the north of the Union Park Mixed-Use
site. Paddington Road is designated as a collector street on the Fort Collins Master Street
Plan. Paddington Road was built prior to the adoption of LCUASS. Therefore, it does
not meet most of the collector street criteria (width, bike lanes, etc.). Grand Teton Place
is designated as a local street. Currently, Paddington Road and Grand Teton Place have
two-lane cross sections (no center lane). At the Ziegler/ Paddington-Grand Teton
intersection, Paddington Road and Grand Teton Place are striped as having all eastbound
and westbound movements combined into single lanes.
Corbett Drive is to the west of the Union Park Mixed-Use site. Corbett Drive is
designated as a collector street on the Fort Collins Master Street Plan. Currently, Corbett
Drive has a two-lane cross section (no center lane). At the Corbett/ Target Service
Access and Corbett/Lowes Service Access intersections, Corbett Drive has all
northbound and southbound movements combined into single lanes. Corbett Drive
serves the Front Range Village to the south and Affinity Senior Housing to the north.
Existing Traffic
Recent peak hour traffic volumes at the Ziegler/Council Tree-HP Access, Ziegler/
Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/
Target Service Access, and Corbett/Lowes Service Access intersections are shown in
Figure 3. The counts at the Ziegler/Council Tree-HP Access intersection were obtained
in August 2019 by the City of Fort Collins. The counts at the Ziegler/Target Service
Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections were
obtained in September 2021. The counts at the Corbett/Target Service Access, and
Corbett/Lowes Service Access intersections were obtained in January 2023. Raw traffic
count data is provided in Appendix B. Since counts were obtained on different days and
different years, the volumes were averaged/balanced between the intersections and are
shown in Figure 4.
Existing Operation
The Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/
Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and
Corbett/Lowes Service Access intersections were evaluated and the peak hour operation
is displayed in Table 1. Calculation forms are provided in Appendix C. The key
intersections currently meet the Fort Collins operational criteria with existing control,
signal timing, and geometry. The existing signal timing was used. The intersections were
evaluated using techniques provided in the Highway Capacity Manual, 6th Edition. A
description of level of service for signalized and unsignalized intersections from the
Highway Capacity Manual, 6th Edition and a table showing the Fort Collins Motor Vehicle
LOS Standards (Intersections) are also provided in Appendix C. At signalized
intersections, acceptable operation is considered to be at level of service D overall and level
of service E for any approach leg or movement. Acceptable operation is considered to be
AM/PM
RECENT PEAK HOUR TRAFFIC Figure 3
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 6
84
/
9
2
66
3
/
8
0
2
10
0
/
3
6
40/209
16/29
74/265
10
0
/
2
7
5
55
3
/
7
7
9
47
/
1
1
3/118
7/43
2/57
9/
1
3
91
1
/
1
1
4
7
49
/
1
0
5
96
3
/
1
0
4
9
15/49
11/61
10
0
9
/
1
1
5
3
1/
1
92
2
/
1
1
9
5
4/
1
6/3
3/1
2/
8
10
2
0
/
1
1
4
9
5/
1
5
2/2
0/0
57/57
15/12
0/0
17/6
32
/
7
4
88
0
/
1
2
0
9
10
/
1
7
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
1/
2
16
/
2
9
0/
0
24
/
1
9
0/0
5/3
26
/
1
8
3/
4
14
/
2
6
8/
2
5
3/5
30/38
Lowes
Service
Access
Co
r
b
e
t
t
AM/PM
AVERAGED/BALANCED
RECENT PEAK HOUR TRAFFIC Figure 4
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 7
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
1/
2
16
/
2
9
0/
0
24
/
1
9
0/0
5/3
26
/
1
8
3/
4
14
/
2
6
8/
2
5
3/5
30/38
Lowes
Service
Access
Co
r
b
e
t
t
84
/
9
2
83
2
/
1
0
1
1
10
0
/
3
6
40/209
16/29
74/265
10
0
/
2
7
5
87
4
/
8
8
4
47
/
1
1
3/118
7/43
2/57
9/
1
3
90
8
/
1
1
9
8
49
/
1
0
5
10
0
5
/
1
0
7
8
15/49
11/61
10
5
1
/
1
1
8
2
1/
1
91
9
/
1
2
4
6
4/
1
6/3
3/1
2/
8
98
1
/
1
1
2
2
5/
1
5
2/2
0/0
55/55
15/12
0/0
16/6
32
/
7
1
88
3
/
1
1
6
2
10
/
1
6
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 8
TABLE 1
Current Peak Hour Operation
Intersection Movement Level of Service
AM PM
Ziegler/Council Tree-HP Access
(signal)
EB LT D D
EB T/RT D D
EB APPROACH D D
WB LT D D
WB T D D
WB RT D D
WB APPROACH D D
NB LT A B
NB T A B
NB RT A A
NB APPROACH A B
SB LT A A
SB T A B
SB RT A B
SB APPROACH A B
OVERALL A B
Ziegler/Target Service Access
(stop sign)
EB LT/RT B D
NB LT C B
OVERALL A A
Ziegler/Hidden Pond
(stop sign)
WB LT/RT C C
SB LT B B
OVERALL A A
Ziegler/Paddington-Grand Teton
(stop sign)
EB LT/T/RT C C
WB LT/T/RT F F
NB LT B B
SB LT B B
OVERALL A A
Corbett/Target Service Access
(stop sign)
WB LT/RT A A
SB LT/T A A
OVERALL A A
Corbett/Lowes Service Access
(stop sign)
EB LT/RT A A
NB LT/T A A
OVERALL A A
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 9
at level of service D overall and level of service F for any approach leg at unsignalized
intersections. It is important to note that a southbound right-turn lane is warranted at the
Ziegler/Target Service Access intersection with the existing peak hour volumes.
In the neighborhood meeting, residents in the area mentioned that there were few
gaps in the traffic on Ziegler Road that made it difficult to make minor street left-turns,
particularly at the Ziegler/Paddington-Grand Teton intersection. This is reflected in the
level of service F conditions shown in Table 1. It is acknowledged that the calculated
delay for the minor street left turns is high, especially in the afternoon peak hour. This is
due to high through volumes on Ziegler Road. Based upon research (actual delay data),
the calculated delay is higher than the actual delay. There is little that can be done to
alleviate this condition, except signalization of the Ziegler/Paddington-Grand Teton
intersection. An alternative control would be a roundabout, but that may not be possible
at this intersection. The final solution is beyond the scope of a transportation impact study
for a development that will not contribute any/significant traffic to the minor street legs.
With that said, the peak hour level of service F for the minor street legs meets the
operational criteria of the City of Fort Collins.
Pedestrian Facilities
There are sidewalks along all streets in the area of the Union Park Mixed-Use site.
Bicycle Facilities
There are bicycle lanes along Harmony Road, Ziegler Road, Corbett Drive, and
Council Tree Avenue.
Transit Facilities
Currently, this area of Fort Collins is served by Transfort Route 16 service on
Harmony Road.
Accident Analysis
Accident data was obtained from the City of Fort Collins for Ziegler Road from the
Ziegler/Council Tree-HP Access intersection to the Ziegler/Paddington-Grand Teton
intersection for five years plus nine months of 2021.
At the Ziegler/Council Tree-HP Access intersection, there were 37 reported
accidents: 11 rear-end accidents, 15 accidents involving turning vehicles, five right-angle
accidents, three side-swipe accidents, two involving hitting a fixed object, and one
involving a bicycle. The number and type of accidents at the Ziegler/Council Tree-HP
Access intersection is typical for a signalized intersection.
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 10
At the Ziegler/Paddington-Grand Teton intersection, there were four reported
accidents: three right-angle accidents and one accident that was parking related. The
number and type of accidents at the Ziegler/Paddington-Grand Teton intersection is
typical for a stop sign controlled intersection.
There were seven mid-block accidents in this section of Ziegler Road. All were
right-angle accidents.
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 11
III. PROPOSED DEVELOPMENT
The proposed Union Park Mixed-Use will consist of approximately 23,100 square
feet of office, 17,000 square feet of commercial/retail, a 10,000 square foot day care
center, 142 attached single-family dwelling units, and 461 apartment dwelling units.
Figure 5 shows a site plan of the proposed Union Park Mixed-Use site. The short range
analysis (Year 2028) includes development of the proposed Union Park Mixed-Use site
and an appropriate increase in background traffic due to normal growth and other
potential developments in the area. The long range analysis year is considered to be
2045.
Access to the Union Park Mixed-Use site will be via one proposed full-movement
access to/from Ziegler Road that will line up with Hidden Pond Drive. There will also be
access to/from Corbett Drive on the west side of the site. In the long range (2045) future,
it was assumed that a local street connection to Paddington Road would be constructed.
This connection would likely warrant signalization of the Ziegler/Paddington-Grand Teton
intersection.
Trip Generation
Trip generation is important in considering the impact of a development on the
existing and proposed street system. Trip Generation, 11th Edition, ITE was used to
determine the trips that would be generated by the Union Park Mixed-Use development.
A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows
the expected trip generation from the site on a daily and peak hour basis. The trip
generation for full development of the Union Park Mixed-Use site resulted in 5,286 daily trip
ends, 441 morning peak hour trip ends, and 551 afternoon peak hour trip ends.
Trip Distribution
Trip distribution for the Union Park Mixed-Use site was estimated using knowledge
of the existing and planned street system, existing traffic patterns, development trends,
and engineering judgment. Figure 6 shows the trip distribution for the short range (2028)
and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort
Collins staff in the scoping discussions.
Background Traffic Projections
Background traffic projections for the short range (2028) and long range (2045)
future horizons were developed by factoring the volumes on Ziegler Road by
approximately two percent per year. The traffic on Council Tree Avenue and the HP
Access was factored by approximately 0.5 percent per year. Figures 7 and 8 respectively
SCALE: 1"=200'
SITE PLAN Figure 5
DELICH
ASSOCIATES Union Park Mixed-Use TIS, December 2023
Page 12
daycare
2-story commercial
A
B
C
B
C
D
A
B
C
B
C
D
A
B
C
B
C
D
A
B
C
B
C
D
B
C
B
C
B
C
D
B
C
B
C
B
C
D
B
C
B
C
B
C
D
A
B
C
B
C
D
CORBETT DRIVE
PADDINGTON ROAD
CARRICK ROAD
EDMONDS ROAD
KI
N
G
S
L
E
Y
C
O
U
R
T
NE
W
B
U
R
Y
C
O
U
R
T
HA
R
R
I
N
G
T
O
N
C
O
U
R
T
ZIEGLER ROAD
PADDINGTON ROAD
CORBETT DRIVE
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 13
TABLE 2
Trip Generation
Code Use Size AWDTE AM Peak Hour PM Peak Hour
Rate Trips Rate In Rate Out Rate In Rate Out
Area A
215 Single Family
Attached 57 D.U. EQ 414 EQ 7 EQ 20 EQ 19 EQ 13
Area B
215 Single Family
Attached 79 D.U. EQ 572 EQ 9 EQ 29 EQ 27 EQ 19
Area C
220 Low-Rise
Multifamily 212 D.U. EQ 1434 EQ 21 EQ 68 EQ 70 EQ 42
221 Mid-Rise
Multifamily 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38
Subtotal 2556 43 142 128 80
Area D South
215 Single Family
Attached 6 D.U. 7.20 44 0.12 1 0.36 2 0.34 2 0.23 1
220 Low-Rise
Multifamily 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1
712 Small Office 6.122
KSF 14.39 88 1.37 8 0.30 2 0.73 4 1.43 9
Subtotal 158 9 6 7 11
Area D North
822 Shopping
Plaza <40 KSF 17.0 KSF 54.45 926 1.42 24 0.94 16 3.295 56 3.295 56
710 Office 17.0 KSF 10.84 184 1.34 23 0.18 3 0.24 4 1.20 20
565 Day Care
Center 10.0 KSF 47.62 476 5.83 58 5.17 52 5.23 52 5.89 59
Subtotal 1586 105 71 112 135
Total 5286 173 268 293 258
Kingsley
Z
iegler
Co
r
b
e
t
t
Council Tree
Paddington
Hidden Pond
Horsetooth
Grand Teton
49-unit apartment
49-unit apartment
32-unit
apartment
32-unit
apartment
49-unit apartment
32-unit
apartment
32-unit
apartment
49-unit apartment 49-unit apartment
3-unit brownstone 3-unit brownstone
daycare
32-unit
apartment
32-unit
apartment
2-story mixed-use
2-story office
2-story commercial
20%
20%20%
15
%
20
%
25
%
35
%
30
%
25
%
30
%
20
%
10
%
NOM
10%
20%
SCALE: 1"=600'
TRIP DISTRIBUTION Figure 6
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ASSOCIATES Union Park Mixed-Use TIS, December 2023
Page 14
Residential
CommercialDay Care
AM/PM
SHORT RANGE (2028) BACKGROUND
PEAK HOUR TRAFFIC Figure 7
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 15
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
1/
2
16
/
2
9
0/
0
24
/
1
9
0/0
5/3
26
/
1
8
3/
4
14
/
2
6
8/
2
5
3/5
30/38
Lowes
Service
Access
Co
r
b
e
t
t
88
/
9
6
99
4
/
1
2
0
8
10
4
/
3
8
42/218
17/30
77/277
10
4
/
2
8
8
10
4
4
/
1
0
5
6
49
/
1
1
3/123
7/45
2/60
9/
1
3
10
8
0
/
1
3
8
4
49
/
1
0
5
11
7
5
/
1
2
8
1
15/49
11/61
12
2
1
/
1
3
8
5
1/
1
10
9
1
/
1
4
3
2
4/
1
6/3
3/1
2/
8
11
5
1
/
1
3
2
5
5/
1
5
2/2
0/0
55/55
15/12
0/0
16/6
32
/
7
1
10
5
5
/
1
3
4
8
10
/
1
6
LONG RANGE (2045) BACKGROUND
PEAK HOUR TRAFFIC Figure 8
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 16
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
25
/
2
0
5/
5
15
/
3
0
10
/
2
5
5/5
30/40
Lowes
Service
Access
Co
r
b
e
t
t
5/
1
0
14
7
5
/
1
7
3
5
5/
1
5
5/5
NOM
55/55
15/15
NOM
15/5
35
/
7
0
14
1
5
/
1
6
7
5
10
/
1
5
95
/
1
0
5
12
9
5
/
1
6
0
5
11
5
/
4
0
70/290
20/35
85/300
11
5
/
3
1
0
13
9
5
/
1
3
5
0
55
/
1
5
5/135
10/50
5/65
10
/
1
5
14
6
0
/
1
7
6
0
50
/
1
0
5
14
9
5
/
1
6
9
0
AM/PM
Rounded to Nearest
5 Vehicles
10/60
5/
5
15
/
3
0
0/
0
25
/
2
0
0/0
5/5
15
4
0
/
1
7
9
0
5/
5
14
5
5
/
1
7
5
5
5/
5
5/5
5/5
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 17
show the short range (2028) and long range (2045) background weekday peak hour traffic
at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden
Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/
Lowes Service Access intersections.
Traffic Assignment
Trip assignment is the product of both the trip generation and trip distribution
processes. Figure 9 shows the site generated weekday peak hour traffic at the Ziegler/
Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site
Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/
Lowes Service Access-Site Access intersections with no connection to Paddington Road.
This is the scenario that will be analyzed in the short range (2028) future. Figure 10
shows the site generated weekday peak hour traffic at the key intersections with the
Paddington Road connection with signalization of the Ziegler/Paddington-Grand Teton
intersection. Figure 11 shows the site generated weekday peak hour traffic at the key
intersections with the Paddington Road connection but no signal at the Ziegler/
Paddington-Grand Teton intersection.
Total Traffic
The traffic volumes generated by the proposed Union Park Mixed-Use
development were added to the background traffic volumes to produce the total traffic
volume forecasts for the short range (2028) and long range (2045) futures. Figure 12
shows the short range (2028) total weekday peak hour traffic at the Ziegler/Council Tree-
HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/
Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service
Access-Site Access intersections. Figure 13 shows the long range (2045) total weekday
peak hour traffic at the key intersections with the expected signal at the Ziegler/
Paddington-Grand Teton intersection. When the expected signal at the Ziegler/
Paddington-Grand Teton intersection is installed, some English Ranch Neighborhood,
Front Range Village, and Affinity Senior Housing traffic may/will find it easier to use the
newly installed signal than other routes. This adjustment in traffic volumes is reflected in
the long range (2045) total weekday peak hour traffic. Figure 14 shows the long range
(2045) total weekday peak hour traffic at the key intersections with the Paddington Road
connection but no signal at the Ziegler/Paddington-Grand Teton intersection.
Connection to Paddington Road
City staff requested additional traffic counts and speed data at three locations
(Paddington Road, Kingsley Drive, and Sunstone Drive). This information will be provided
in a technical memorandum in December 2023.
SITE GENERATED PEAK HOUR
TRAFFIC WITH NO CONNECTION
TO PADDINGTON ROAD Figure 9
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 18
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
Lowes
Service
Access
Co
r
b
e
t
t
-2
/
-
9
-1
/
-
1
0
AM/PM
- Commercial
- Residential
- Daycare
26
/
2
3
21
/
6
2
21
/
1
8
23
/
2
7
68
/
4
0
7/
2
6
34/3968/40 10/43
10
/
9
18
/
5
3
6/
5
10
/
9
18
/
5
3
6/
5
4/
1
3
59
/
3
4
5/
6
4/13 59/345/6
13/1468/40 7/29
38
/
3
4
21
/
6
2
28
/
3
2
12/115/5
11
/
1
2
2/
7
14
/
1
3
21
/
6
2
16
/
1
3
13
/
1
4
68
/
4
0
5/
2
0
14
/
1
3
21
/
6
2
16
/
1
3
13
/
1
4
68
/
4
0
5/
2
0
14
/
1
3
21
/
6
2
17
/
2
3
Figure 10
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 19
SITE GENERATED PEAK HOUR TRAFFIC
WITH THE PADDINGTON ROAD
CONNECTION AND SIGNAL
21
/
6
2
AM/PM
Grand Teton
Zi
e
g
l
e
r
Paddington
Lowes
Service
Access
Co
r
b
e
t
t
Target
Service
Access
Hidden Pond
Council Tree
-1
/
-
1
0
-2
/
-
9
Ki
n
g
s
l
e
y
- Commercial
- Residential
- Daycare
10
/
9
18
/
5
3
6/
5
10
/
9
18
/
5
3
6/
5
4/
1
3
59
/
3
4
5/
6
4/13 59/345/6
HP Access
14
/
1
3
21
/
6
2
16
/
1
3
13
/
1
4
68
/
4
0
5/
2
0
14
/
1
3
21
/
6
2
16
/
1
3
13
/
1
4
68
/
4
0
5/
2
0
14
/
1
3
21
/
6
2
17
/
2
3
13/1468/40 7/29
14/8 1/5 2/3
26
/
2
3
21
/
6
2
23
/
2
7
26
/
2
3
21
/
1
8
0/
-
5
14
/
8
2/
3
21/2454/32 7/31
21
/
2
4
54
/
3
2
7/
3
1
0/
1
2/
2
1/
1
2/
2
9/
1
0
2/
6
10/94/4
9/10 2/6
10
/
9
4/
4
Figure 11
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 20
SITE GENERATED PEAK HOUR TRAFFIC
WITH THE PADDINGTON ROAD
CONNECTION AND NO SIGNAL
AM/PM
Grand Teton
Zi
e
g
l
e
r
Paddington
Lowes
Service
Access
Co
r
b
e
t
t
Target
Service
Access
Hidden Pond
Council Tree
-1
/
-
1
0
-2
/
-
9
Ki
n
g
s
l
e
y
- Commercial
- Residential
- Daycare
10
/
9
18
/
5
3
6/
5
10
/
9
18
/
5
3
6/
5
4/
1
3
59
/
3
4
5/
6
4/13 59/345/6
HP Access
14
/
1
3
21
/
6
2
16
/
1
3
13
/
1
4
68
/
4
0
5/
2
0
14
/
1
3
21
/
6
2
16
/
1
3
13
/
1
4
68
/
4
0
5/
2
0
14
/
1
3
21
/
6
2
17
/
2
3
13/1468/40 7/29
26
/
2
3
21
/
6
2
23
/
2
7
26
/
2
3
21
/
6
2
21
/
1
8
0/
1
2/
2
1/
1
2/
2
9/
1
0
4/
1
3
29
/
1
7
10/94/4
9/10 4/13 29/17
10
/
9
4/
4
23/2739/23 6/29
23
/
2
7
39
/
2
3
5/
1
9
AM/PM
SHORT RANGE (2028) TOTAL
PEAK HOUR TRAFFIC Figure 12
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 21
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
92
/
7
1
3/
4
70
/
1
4
8
8/
2
5
5/13
30/38
Lowes
Service
Access
Co
r
b
e
t
t
88
/
9
6
10
8
0
/
1
2
8
2
10
4
/
3
8
30/180
17/30
77/277
10
4
/
2
8
8
10
9
5
/
1
1
4
4
49
/
1
1
3/123
7/45
2/60
9/
1
3
11
1
9
/
1
4
3
4
49
/
1
0
5
12
6
1
/
1
3
5
5
9/29
11/61
2/
8
12
1
9
/
1
4
2
8
5/
1
5
2/2
0/0
72/71
15/12
0/0
16/6
45
/
9
0
11
5
3
/
1
4
4
1
10
/
1
6
87
/
1
2
8
12
1
9
/
1
3
7
6
1/
1
130/180
NOM
88/83
52
/
9
8
10
7
2
/
1
3
6
4
4/
1
6/3
NOM
3/1
NO
M
17
/
1
3
7/
6
NOM
NOM
5/3 1/
2
16
/
2
9
58
/
1
3
0
NOM
NOM
73/59
LONG RANGE (2045) TOTAL PEAK HOUR
TRAFFIC WITH PADDINGTON ROAD
CONNECTION AND SIGNAL Figure 13
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 22
Target
Service
Access
Hidden Pond
Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
90
/
7
5
5/
5
70
/
1
5
5
5/
1
5
10/15
30/40
Lowes
Service
Access
Co
r
b
e
t
t
70
/
1
1
5
15
3
5
/
1
7
8
0
5/
5
30/50
NOM
90/85
55
/
1
0
0
14
2
0
/
1
6
7
5
5/
5
5/5
NOM
5/5
NO
M
15
/
1
5
10
/
5
NOM
NOM
5/5 5/
5
15
/
3
0
60
/
1
3
5
NOM
NOM
75/60
5/
1
0
15
2
5
/
1
8
2
5
5/
1
5
120/145
NOM
55/55
15/15
NOM
30/20
35
/
7
0
14
1
0
/
1
6
4
5
10
/
1
5
95
/
1
0
5
13
8
0
/
1
6
8
0
11
5
/
4
0
40/220
20/35
85/300
11
5
/
3
1
0
14
4
5
/
1
4
4
0
55
/
1
5
5/135
10/50
5/65
10
/
1
5
14
8
0
/
1
7
8
0
50
/
1
0
5
15
8
0
/
1
7
6
5
AM/PM
Rounded to Nearest
5 Vehicles
10/60
Paddington
Ki
n
g
s
l
e
y
LONG RANGE (2045) TOTAL PEAK HOUR
TRAFFIC WITH PADDINGTON ROAD
CONNECTION AND NO SIGNAL Figure 14
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 23
Target
Service
Access
Hidden Pond
Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
90
/
7
5
5/
5
70
/
1
5
5
5/
1
5
10/15
30/40
Lowes
Service
Access
Co
r
b
e
t
t
70
/
1
1
5
15
3
5
/
1
7
8
0
5/
5
90/130
NOM
90/85
55
/
1
0
0
14
2
0
/
1
6
7
5
5/
5
5/5
NOM
5/5
NO
M
15
/
1
5
10
/
5
NOM
NOM
5/5 5/
5
15
/
3
0
60
/
1
3
5
NOM
NOM
75/60
5/
1
0
15
4
0
/
1
8
4
0
5/
1
5
5/5
NOM
55/55
15/15
NOM
15/5
35
/
7
0
14
7
0
/
1
7
2
5
10
/
1
5
95
/
1
0
5
13
8
0
/
1
6
8
0
11
5
/
4
0
40/220
20/35
85/300
11
5
/
3
1
0
14
4
5
/
1
4
4
0
55
/
1
5
5/135
10/50
5/65
10
/
1
5
14
8
0
/
1
7
8
0
50
/
1
0
5
15
8
0
/
1
7
6
5
AM/PM
Rounded to Nearest
5 Vehicles
10/60
Paddington
Ki
n
g
s
l
e
y
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 24
Signal Warrants
As a matter of policy, traffic signals are not installed at any location until such time
that signal installation warrants are met according to the Manual on Uniform Traffic
Control Devices. The Ziegler/Council Tree-HP Access intersection is currently signalized.
For the streets in the vicinity of Union Park Mixed-Use, four hour and/or eight hour signal
warrants are applicable. These warrants require much data and are applied when the traffic
is actually on the area road system.
The peak hour signal warrant utilizes the major street approach volume (both
directions) and the minor street approach volume (greatest on one of the minor streets).
The analysis procedure is a function of the number of approach lanes on each street. Ziegler
Road has two through lanes in each direction. The Site Access, approaching Ziegler Road,
will have a two lane approach. Since Hidden Pond Drive has a one lane approach, the
eastbound left-turn and through movement will be combined in a single lane. Therefore,
only this left-turn and through movement will be used for the peak hour signal warrant. At
the major street approach volumes (greater than 1,800 vehicles per hour in each peak hour),
the signal warrant threshold volume is ≥100 vehicles per hour. Using the short range (2028)
total weekday peak hour traffic (Figure 12), the Ziegler/Hidden Pond-Site Access
intersection will meet peak hour signal warrants during the weekday morning and afternoon
peak hours. However, since a signalized intersection is preferred at the Ziegler/Paddington-
Grand Teton intersection, it is recommended that the Ziegler/Hidden Pond-Site Access
intersection have stop sign control for the short range (2028) future. Using the long range
(2045) total weekday peak hour traffic (Figure 13), the Ziegler/Paddington-Grand Teton
intersection will meet peak hour signal warrants during the weekday morning and afternoon
peak hours. Peak hour signal warrants are provided in Appendix D.
Geometry
Figures 15 and 16, respectively, show schematics of the short range (2028) and long
range (2045) geometry. In the short range (2028) future, the geometry at the Ziegler/
Council Tree-HP Access, Ziegler/Target Service Access, and Ziegler/Paddington-Grand
Teton existing intersections was assumed to remain as it exists today. It is recommended
that the Ziegler/Hidden Pond-Site Access intersection have stop sign control.
Operation Analysis
Operation analyses were performed at the Ziegler/Council Tree-HP Access, Ziegler/
Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand
Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access
intersections. The operations analyses were conducted for the short range future, reflecting
a year 2028 condition, and the long range future, reflecting a year 2045 condition.
Table 3 shows the short range (2028) background weekday peak hour operation
at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden
Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/
SHORT RANGE (2028) GEOMETRY Figure 15
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 25
Target
Service
Access
Hidden Pond
Paddington Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
Lowes
Service
Access
Co
r
b
e
t
t
- Denotes Lane
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
LONG RANGE (2045) GEOMETRY Figure 16
DELICH
ASSOCIATES Union Park MIxed-Use TIS, December 2023
Page 26
Target
Service
Access
Hidden Pond
Grand Teton
Council Tree HP Access
Zi
e
g
l
e
r
Lowes
Service
Access
Co
r
b
e
t
t
- Denotes Lane
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
ST
O
P
Paddington
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 27
TABLE 3
Short Range (2028) Background Peak Hour Operation
Intersection Movement Level of Service
AM PM
Ziegler/Council Tree-HP Access
(signal)
EB LT D D
EB T/RT D D
EB APPROACH D D
WB LT D D
WB T D D
WB RT D D
WB APPROACH D D
NB LT A D
NB T A B
NB RT A A
NB APPROACH A B
SB LT A B
SB T A C
SB RT A B
SB APPROACH A C
OVERALL A C
Ziegler/Target Service Access
(stop sign)
EB LT/RT D E
NB LT B B
OVERALL A A
Ziegler/Hidden Pond
(stop sign)
WB LT/RT C C
SB LT B B
OVERALL A A
Ziegler/Paddington-Grand Teton
(stop sign)
EB LT/T/RT C D
WB LT/T/RT F F
NB LT B B
SB LT B B
OVERALL A A
Corbett/Target Service Access
(stop sign)
WB LT/RT A A
SB LT/T A A
OVERALL A A
Corbett/Lowes Service Access
(stop sign)
EB LT/RT A A
NB LT/T A A
OVERALL A A
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 28
Lowes Service Access intersections. The key intersections meet the Fort Collins level of
service standards in the peak hours with the existing geometry. Calculation forms for
these analyses are provided in Appendix E.
Table 4 shows the long range (2045) background weekday peak hour operation at
the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden
Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/
Lowes Service Access intersections. The key intersections meet the Fort Collins level of
service standards in the peak hours with the existing geometry. Calculation forms for
these analyses are provided in Appendix F.
Using the traffic volumes shown in Figure 12, Table 5 shows the short range (2028)
total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target
Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton,
Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access
intersections. Calculation forms for these analyses are provided in Appendix G. The key
intersections meet the Fort Collins level of service standards in the peak hours with the
recommended/existing control and geometry.
Using the traffic volumes shown in Figure 13, Table 6 shows the long range (2045)
total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target
Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton,
Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access
intersections. The Ziegler/Paddington-Grand Teton intersection was assumed to be
signalized. Calculation forms for these analyses are provided in Appendix H. The key
intersections meet the Fort Collins level of service standards in the peak hours with the
recommended/existing control and geometry.
Table 7 shows the long range (2045) total weekday peak hour operation at the
Ziegler/Hidden Pond-Site Access and Ziegler/Paddington-Grand Teton intersections
assuming a connection to Paddington Road but no signal at the Ziegler/Paddington-
Grand Teton intersection. All of the other key intersections remain the same as that
analyzed in the above long range (2045) future. Calculation forms for these analyses are
provided in Appendix I. The Ziegler/Hidden Pond-Site Access and Ziegler/Paddington-
Grand Teton intersections meet the Fort Collins level of service standards in the peak
hours with the stop sign control.
Pedestrian Level of Service
Appendix J shows a map of the area that is within 1320 feet of the Union Park
Mixed-Use site. The Union Park Mixed-Use site is located within an area termed as
“other,” which sets the level of service threshold at LOS C for all measured factors. There
are four destination areas within 1320 feet of the proposed Union Park Mixed-Use site:
1) the residential area to the north and northwest of the site, 2) the commercial uses (Front
Range Village) to the south and southwest of the site, 3) the HP Campus, and 4) the
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 29
TABLE 4
Long Range (2045) Background Peak Hour Operation
Intersection Movement Level of Service
AM PM
Ziegler/Council Tree-HP Access
(signal)
EB LT D E
EB T/RT D D
EB APPROACH D E
WB LT D D
WB T D E
WB RT D D
WB APPROACH D D
NB LT A E
NB T A B
NB RT A A
NB APPROACH A C
SB LT A B
SB T A C
SB RT A B
SB APPROACH A C
OVERALL A C
Ziegler/Target Service Access
(stop sign)
EB RT C C
NB LT B C
OVERALL A A
Ziegler/Hidden Pond
(stop sign)
WB LT/RT D E
SB LT B C
OVERALL A A
Ziegler/Paddington-Grand Teton
(stop sign)
EB LT/T/RT F F
WB LT/T/RT F F
NB LT B C
SB LT B C
OVERALL A A
Corbett/Target Service Access
(stop sign)
WB LT/RT A A
SB LT/T A A
OVERALL A A
Corbett/Lowes Service Access
(stop sign)
EB LT/RT A A
NB LT/T A A
OVERALL A A
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 30
TABLE 5
Short Range (2028) Total Peak Hour Operation
Intersection Movement Level of Service
AM PM
Ziegler/Council Tree-HP Access
(signal)
EB LT D D
EB T/RT D D
EB APPROACH D D
WB LT D E
WB T D D
WB RT D D
WB APPROACH D D
NB LT A D
NB T A C
NB RT A B
NB APPROACH A C
SB LT A B
SB T A C
SB RT A B
SB APPROACH A C
OVERALL A C
Ziegler/Target Service Access
(stop sign)
EB RT C E
NB LT B B
OVERALL A A
Ziegler/Hidden Pond-Site Access
(stop sign)
EB LT/T F F
EB RT C C
EB APPROACH F F
WB LT/T/RT F F
NB LT B C
SB LT B B
OVERALL B F
Ziegler/Paddington-Grand Teton
(stop sign)
EB LT/T/RT D E
WB LT/T/RT F F
NB LT B C
SB LT B B
OVERALL A A
Corbett/Target Service Access
(stop sign)
WB LT/RT A B
SB LT/T A A
OVERALL A A
Corbett/Lowes Service Access
(stop sign)
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
OVERALL A A
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 31
TABLE 6
Long Range (2045) Total Peak Hour Operation With Paddington Road
Connection and Signal at the Ziegler/Paddington-Grand Teton Intersection
Intersection Movement Level of Service
AM PM
Ziegler/Council Tree-HP Access
(signal)
EB LT E E
EB T/RT E D
EB APPROACH E E
WB LT E E
WB T E D
WB RT E D
WB APPROACH E D
NB LT A D
NB T A A
NB RT A A
NB APPROACH A B
SB LT A B
SB T A D
SB RT A B
SB APPROACH A D
OVERALL A C
Ziegler/Target Service Access
(stop sign)
EB RT C C
NB LT C C
OVERALL A A
Ziegler/Hidden Pond-Site Access
(stop sign)
EB LT/T F F
EB RT C C
EB APPROACH E F
WB LT/T/RT F F
NB LT C C
SB LT B B
OVERALL A A
Ziegler/Paddington-Grand Teton
(signal)
EB LT/T/RT E E
WB LT/T/RT E E
NB LT A B
NB T A B
NB T/RT A B
NB APPROACH A B
SB LT A A
SB T A B
SB T/RT A B
SB APPROACH A B
OVERALL A B
Corbett/Target Service Access
(stop sign)
WB LT/RT A B
SB LT/T A A
OVERALL A A
Corbett/Lowes Service Access
(stop sign)
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
OVERALL A A
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 32
TABLE 7
Long Range (2045) Total Peak Hour Operation With Paddington Road
Connection but No Signal at the Ziegler/Paddington-Grand Teton Intersection
Intersection Movement Level of Service
AM PM
Ziegler/Hidden Pond-Site Access
(stop sign)
EB LT/T F F
EB RT C C
EB APPROACH F F
WB LT/T/RT F F
NB LT C C
SB LT B B
OVERALL B E
Ziegler/Paddington-Grand Teton
(stop sign)
EB LT/T/RT F F
WB LT/T/RT F F
NB LT C C
SB LT B C
OVERALL A A
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 33
residential area to the east and northeast of the site. There are sidewalks along all streets
in the area of the Union Park Mixed-Use site. Sidewalks will be built throughout and
adjacent to the development that will connect to existing nearby sidewalks along Ziegler
Road and Corbett Road. A pedestrian/bike connection will be provided, connecting to the
sidewalks along Paddington Road at Edmonds Road. There is no sidewalk on the south
side of Paddington Road (Ziegler Road to Edmonds Road). This sidewalk should have
been built with the English Ranch development. It is not the responsibility of the Union
Park Mixed-Use development to build this sidewalk since the Union Park Mixed-Use
development will not contribute pedestrian traffic along this segment of Paddington Road.
As noted below, if the City of Fort Collins decides to signalize the Ziegler/Hidden Pond-
Site Access intersection, there will be a safe, convenient pedestrian crossing at that
intersection.
• Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS
A), except destination 4. The directness for destination 4 can be improved to LOS
A with a traffic signal at the Ziegler/Paddington-Grand Teton intersection.
• Continuity – The continuity to all pedestrian destinations will be acceptable at LOS
B, since there are existing sidewalks adjacent to all the destination areas.
• Street Crossings – The street crossings will be acceptable at LOS B for
destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C
crossing Ziegler Road at the Ziegler/Council Tree-HP Access signalized
intersection and at the Ziegler/Paddington-Grand Teton intersection, if the City
decides to signalize it.
• Visual Interest and Amenity – The visual interest and amenity will be acceptable
at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS
will be C.
• Security – The security is acceptable at LOS B for destination areas 1 and 2.
For destination areas 3 and 4, the LOS will be C.
Bicycle Level of Service
Appendix J shows a map of the area that is within 1320 feet of the Union Park
Mixed-Use site. Based upon Fort Collins bicycle LOS criteria, there is one destination
area within 1320 feet of the Union Park Mixed-Use site: 1) the commercial uses (Front
Range Village) to the south and southwest of the site. The bicycle level of service is
acceptable. The bicycle LOS Worksheet is provided in Appendix J. There are bicycle lanes
along Harmony Road, Ziegler Road, Corbett Drive, and Council Tree Avenue. Bicycle
lanes are not required on local streets.
Transit Level of Service
Currently, this area of Fort Collins is served by Transfort Route 16 service on
Harmony Road.
DELICH Union Park Mixed-Use TIS, December 2023 ASSOCIATES Page 34
IV. CONCLUSIONS/RECOMMENDATIONS
This study assessed the transportation impacts associated with the development
of Union Park Mixed-Use in Fort Collins, Colorado. This study analyzed the transportation
impacts in the short range (2028) and long range (2045) futures. As a result of these
analyses, the following is concluded:
• Development of the Union Park Mixed-Use site is feasible from a traffic
engineering standpoint. The trip generation for full development of the Union Park
Mixed-Use site5 resulted in 5,286 daily trip ends, 441 morning peak hour trip ends,
and 551 afternoon peak hour trip ends.
• Current operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service
Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target
Service Access, and Corbett/Lowes Service Access intersections is acceptable
based upon City of Fort Collins evaluation criteria.
• Using the short range (2028) total weekday peak hour traffic (Figure 12), the
Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants
during the weekday morning and afternoon peak hours. However, since a signalized
intersection is preferred at the Ziegler/Paddington-Grand Teton intersection, it is
recommended that the Ziegler/Hidden Pond-Site Access intersection have full-
movement stop sign control for the short range (2028) future and long range (2045)
future. Using the long range (2045) total weekday peak hour traffic (Figure 13), the
Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants
during the weekday morning and afternoon peak hours.
• City staff requested additional traffic counts and speed data at three locations
(Paddington Road, Kingsley Drive, and Sunstone Drive). This information will be
provided in a technical memorandum in December 2023.
• Figures 15 and 16 respectively show schematics of the short range (2028) and long
range (2045) geometry.
• With short range (2028) traffic and the Union Park Mixed-Use development, the
key intersections meet the Fort Collins level of service standards in the peak hours
with the recommended/existing control and geometry.
• With long range (2045) traffic and the key intersections will meet the Fort Collins
level of service standards in the peak hours using the recommended/existing
control and geometry.
• With signalization of the Ziegler/Paddington-Grand Teton intersection the
pedestrian level of service will be acceptable. The bicycle level of service will be
acceptable. Transfort Route 16 provides service on Harmony Road.
APPENDIX A
Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-35
Adopted by Larimer County, City of Loveland, City of Fort Collins
Attachment “A”
Transportation Impact Study Base Assumptions
Project Information
Project Name Union Park Mixed-Use
Project Location West of Ziegler Road, North of Front Range Village
TIS Assumptions
Type of Study Full: Yes Intermediate:
MTIS: Memo:
Study Area Boundaries North: Paddington South: Council Tree
East: Ziegler West: Corbett
Study Years Short Range: 2028 Long Range: 2045
Future Traffic Growth Rate 2% per year
Study Intersections 1. Ziegler/Council Tree 5.
2. Ziegler/Hidden Pond-
Site Access 6.
3. Ziegler/Paddington-
Grand Teton 7.
4. Corbett/Site Access 8.
Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A
Trip Generation Rates (see
attached) Per ITE
Trip Adjustment Factors Passby: Per ITE Captive Market: N/A
Trip Distribution (see attached) North South East West
Mode Split Assumptions N/A
Design Vehicle Information Passenger Car
Committed Roadway Improvements City Provide
Other Traffic Studies
Areas Requiring Special Study Connection to Paddington and signal at
Ziegler/Paddington intersection
Date: ____Delich Associates________________________________________
Traffic Engineer: ____November 2, 2023_______________________________________
Local Entity Engineer: __________________________________________________________
BURLINGTON NORTHERN RAILROAD
25
Harmony
Ziegler
Hidden Pond
Co
r
b
e
t
t
Ti
m
b
e
r
l
i
n
e
Council Tree
Union Park
Mixed-Use
Horsetooth
Kingsley
Grand TetonPaddington
SCALE: 1"=2000'
SITE LOCATION Figure 1
DELICH
ASSOCIATES Union Park Mixed-Use TIS, November 2023
Page 3
SCALE: 1"=200'
SITE PLAN Figure 5
DELICH
ASSOCIATES Union Park Mixed-Use TIS, November 2023
Page 12
daycare
2-story commercial
A
B
C
B
C
D
A
B
C
B
C
D
D
A
B
C
B
C
D
A
B
C
B
C
D
B
C
B
C
B
C
D
B
C
B
C
B
C
D
B
C
B
C
B
C
D
A
B
C
B
C
D
CORBETT DRIVE
PADDINGTON ROAD
CARRICK ROAD
EDMONDS ROAD
KI
N
G
S
L
E
Y
C
O
U
R
T
NE
W
B
U
R
Y
C
O
U
R
T
HA
R
R
I
N
G
T
O
N
C
O
U
R
T
ZIEGLER ROAD
PADDINGTON ROAD
CORBETT DRIVE
TABLE 2
Trip Generation
Code Use Size AWDTE AM Peak Hour PM Peak Hour
Rate Trips Rate In Rate Out Rate In Rate Out
Area A
215 Single Family
Attached 57 D.U. EQ 414 EQ 7 EQ 20 EQ 19 EQ 13
Area B
215 Single Family
Attached 77 D.U. EQ 558 EQ 9 EQ 28 EQ 26 EQ 18
Area C
220 Low-Rise
Multifamily 212 D.U. EQ 1434 EQ 21 EQ 68 EQ 70 EQ 42
221 Mid-Rise
Multifamily 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38
Subtotal 2556 43 142 128 80
Area D South
215 Single Family
Attached 6 D.U. 7.20 44 0.12 1 0.36 2 0.34 2 0.23 1
220 Low-Rise
Multifamily 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1
712 Small Office 6.122
KSF 14.39 88 1.37 8 0.30 2 0.73 4 1.43 9
Subtotal 158 9 6 7 11
Area D North
822 Shopping
Plaza <40 KSF 17.0 KSF 54.45 926 1.42 24 0.94 16 3.295 56 3.295 56
710 Office 17.0 KSF 10.84 184 1.34 23 0.18 3 0.24 4 1.20 20
565 Day Care
Center 10.0 KSF 47.62 476 5.83 58 5.17 52 5.23 52 5.89 59
Subtotal 1586 105 71 112 135
Total 5272 173 267 292 257
Kingsley
Z
iegler
Co
r
b
e
t
t
Council Tree
Paddington
20%
25%
15
%
20
%
35
%
35
%
30
%
20
%
Hidden Pond
Horsetooth
Grand Teton
49-unit apartment
49-unit apartment
32-unit
apartment
32-unit
apartment
49-unit apartment
32-unit
apartment
32-unit
apartment
49-unit apartment 49-unit apartment
3-unit brownstone 3-unit brownstone
daycare
32-unit
apartment
32-unit
apartment
2-story mixed-use
2-story office
2-story commercial
SCALE: 1"=600'
TRIP DISTRIBUTION Figure 6
DELICH
ASSOCIATES Union Park Mixed-Use TIS, November 2023
Page 14
Residential
Commercial
APPENDIX B
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 8/13/2019 Observer: City of Fort Collins
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Ziegler/Council Tree-HP Access
S = straight
L = left turn
Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Council Tree Westbound: HP Access Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 18 150 9 177 15 196 10 221 398 8 5 22 35 0 0 0 0 35 433
7:45 28 148 10 186 34 178 29 241 427 9 2 18 29 1 3 2 6 35 462
8:00 28 122 11 161 22 150 24 196 357 13 4 20 37 1 2 1 4 41 398
8:15 26 133 17 176 29 139 21 189 365 10 5 14 29 0 2 0 2 31 396
7:30-8:30 100 553 47 700 100 663 84 847 1547 40 16 74 130 2 7 3 12 142 1689
PHF 0.89 0.92 0.69 0.94 0.74 0.85 0.72 0.88 0.77 0.8 0.84 0.88 0.5 0.58 0.38 0.5 0.91
4:30 80 198 2 280 7 174 22 203 483 52 4 68 124 10 7 26 43 167 650
4:45 62 194 2 258 10 218 17 245 503 58 16 79 153 16 23 32 71 224 727
5:00 82 227 3 312 12 231 22 265 577 41 2 67 110 16 8 40 64 174 751
5:15 51 160 4 215 7 179 31 217 432 58 7 51 116 15 5 20 40 156 588
4:30-5:30 275 779 11 1065 36 802 92 930 1995 209 29 265 503 57 43 118 218 721 2716
PHF 0.84 0.86 0.69 0.85 0.75 0.87 0.74 0.88 0.9 0.45 0.84 0.82 0.89 0.47 0.74 0.77 0.9
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 9/28/2021 Observer: Vickie
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Ziegler/Target Service Access
S = straight
L = left turn
Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Service Acces Westbound: Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 0 259 259 264 14 278 537 3 2 5 0 5 542
7:45 2 219 221 280 18 298 519 5 3 8 0 8 527
8:00 3 219 222 220 9 229 451 2 2 4 0 4 455
8:15 4 214 218 199 8 207 425 5 4 9 0 9 434
7:30-8:30 9 911 0 920 0 963 49 1012 1932 15 0 11 26 0 0 0 0 26 1958
PHF 0.56 0.88 n/a 0.89 n/a 0.86 0.68 0.85 0.75 n/a 0.69 0.72 n/a n/a n/a n/a 0.9
4:30 5 278 283 236 25 261 544 15 20 35 0 35 579
4:45 2 258 260 268 29 297 557 7 11 18 0 18 575
5:00 1 311 312 263 21 284 596 15 18 33 0 33 629
5:15 5 300 305 282 30 312 617 12 12 24 0 24 641
4:30-5:30 13 1147 0 1160 0 1049 105 1154 2314 49 0 61 110 0 0 0 0 110 2424
PHF 0.65 0.92 n/a 0.93 n/a 0.93 0.88 0.92 0.82 n/a 0.76 0.79 n/a n/a n/a n/a 0.95
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 9/28/2021 Observer: Vickie
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Ziegler/Hidden Pond
S = straight
L = left turn
Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Westbound: Hidden Pond Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 262 0 262 1 278 279 541 0 0 4 4 4 545
7:45 223 1 224 0 298 298 522 0 0 1 1 1 523
8:00 219 2 221 0 226 226 447 0 3 1 4 4 451
8:15 218 1 219 0 207 207 426 0 0 0 0 0 426
7:30-8:30 0 922 4 926 1 1009 0 1010 1936 0 0 0 0 3 0 6 9 9 1945
PHF n/a 0.88 0.5 0.88 0.25 0.85 n/a 0.85 n/a n/a n/a n/a 0.25 n/a 0.38 0.56 0.89
4:30 293 0 293 0 261 261 554 0 0 0 0 0 554
4:45 265 0 265 1 297 298 563 0 0 2 2 2 565
5:00 326 0 326 0 283 283 609 0 1 0 1 1 610
5:15 311 1 312 0 312 312 624 0 0 1 1 1 625
4:30-5:30 0 1195 1 1196 1 1153 0 1154 2350 0 0 0 0 1 0 3 4 4 2354
PHF n/a 0.92 0.25 0.92 0.25 0.92 n/a 0.92 n/a n/a n/a n/a 0.25 n/a 0.38 0.5 0.94
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 9/29/2021 Observer: Vickie
Day: Wednesday Jurisdiction: Fort Collins
R = right turn Intersection: Ziegler/Paddington-Grand Teton
S = straight
L = left turn
Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Paddington Westbound: Grand Teton Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 4 233 1 238 1 251 0 252 490 0 0 21 21 3 0 3 6 27 517
7:45 12 223 4 239 3 293 0 296 535 1 0 17 18 4 0 5 9 27 562
8:00 6 207 3 216 1 277 1 279 495 0 0 8 8 2 0 3 5 13 508
8:15 10 217 2 229 0 199 1 200 429 1 0 11 12 8 0 4 12 24 453
7:30-8:30 32 880 10 922 5 1020 2 1027 1949 2 0 57 59 17 0 15 32 91 2040
PHF 0.67 0.94 0.63 0.96 0.42 0.87 0.5 0.87 0.5 n/a 0.68 0.7 0.53 n/a 0.75 0.67 0.91
4:30 14 276 2 292 0 282 2 284 576 0 0 15 15 1 0 2 3 18 594
4:45 21 302 6 329 5 266 2 273 602 1 0 9 10 1 0 1 2 12 614
5:00 18 327 6 351 5 305 2 312 663 1 0 15 16 2 0 4 6 22 685
5:15 21 304 3 328 5 296 2 303 631 0 0 18 18 2 0 5 7 25 656
4:30-5:30 74 1209 17 1300 15 1149 8 1172 2472 2 0 57 59 6 0 12 18 77 2549
PHF 0.88 0.92 0.71 0.93 0.75 0.94 1 0.94 0.5 n/a 0.79 0.82 0.75 n/a 0.6 0.64 0.93
DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 1/25/2023 Observer:Vickie
Day: Wednesday Jurisdiction: Fort Collins
R = right turn Intersection: Corbett/Target Service Drive
S = straight
L = left turn
Time Northbound: Corbett Southbound: Corbett Total Eastbound: Westbound: Target Service Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:00 2 0 2 0 1 1 3 0 2 0 2 2 5
7:15 1 1 2 1 3 4 6 0 2 0 2 2 8
7:30 2 3 5 1 2 3 8 0 6 0 6 6 14
7:45 3 1 4 1 2 3 7 0 7 0 7 7 14 #
8:00 4 2 6 1 6 7 13 0 8 0 8 8 21 #
8:15 5 1 6 0 9 9 15 0 6 0 6 6 21 #
8:30 1 2 3 0 5 5 8 0 10 1 11 11 19 #
8:45 4 3 7 2 6 8 15 0 6 2 8 8 23 #
8:00-9:00 0 14 8 22 3 26 0 29 51 0 0 0 0 30 0 3 33 33 84
PHF n/a 0.7 0.67 0.79 0.38 0.72 n/a 0.81 0.85 n/a n/a n/a n/a 0.75 n/a 0.38 0.75 0.75 0.91
4:00 10 7 17 0 4 4 21 0 6 0 6 6 27
4:15 7 6 13 2 5 7 20 0 15 1 16 16 36
4:30 7 8 15 1 5 6 21 0 8 2 10 10 31
4:45 2 4 6 1 4 5 11 0 9 2 11 11 22 #
5:00 5 6 11 0 2 2 13 0 8 0 8 8 21 #
5:15 4 5 9 1 3 4 13 0 4 0 4 4 17 #
5:30 2 1 3 1 4 5 8 0 7 2 9 9 17 #
5:45 3 6 9 0 3 3 12 0 3 0 3 3 15 #
4:00-5:00 0 26 25 51 4 18 0 22 73 0 0 0 0 38 0 5 43 43 116
PHF n/a 0.65 0.78 0.75 0.5 0.9 n/a 0.79 0.87 n/a n/a n/a n/a 0.63 n/a 0.63 0.67 0.67 0.81
DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 1/25/2023 Observer:Vickie
Day: Wednesday Jurisdiction: Fort Collins
R = right turn Intersection: Corbett/Lowes Service Drive
S = straight
L = left turn
Time Northbound: Corbett Southbound: Corbett Total Eastbound: Lowes Service Westbound: Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:00 0 2 2 1 0 1 3 0 0 0 0 0 3
7:15 1 0 1 4 0 4 5 0 0 0 0 0 5
7:30 0 2 2 3 0 3 5 0 0 0 0 0 5
7:45 1 2 3 2 0 2 5 0 1 1 0 1 6 #
8:00 1 3 4 6 0 6 10 0 1 1 0 1 11 #
8:15 0 5 5 8 0 8 13 0 1 1 0 1 14 #
8:30 0 2 2 4 0 4 6 0 1 1 0 1 7 #
8:45 0 6 6 6 0 6 12 0 2 2 0 2 14 #
8:00-9:00 1 16 0 17 0 24 0 24 41 0 0 5 5 0 0 0 0 5 46
PHF 0.25 0.67 n/a 0.71 n/a 0.75 n/a 0.75 0.79 n/a n/a 0.63 0.63 n/a n/a n/a n/a 0.63 0.82
4:00 1 9 10 4 0 4 14 0 0 0 0 0 14
4:15 1 7 8 6 0 6 14 0 1 1 0 1 15
4:30 0 9 9 5 0 5 14 0 1 1 0 1 15
4:45 0 4 4 4 0 4 8 0 1 1 0 1 9 #
5:00 0 5 5 2 0 2 7 0 0 0 0 0 7 #
5:15 0 4 4 4 0 4 8 0 0 0 0 0 8 #
5:30 0 4 4 4 0 4 8 0 1 1 0 1 9 #
5:45 1 2 3 2 0 2 5 0 1 1 0 1 6 #
4:00-5:00 2 29 0 31 0 19 0 19 50 0 0 3 3 0 0 0 0 3 53
PHF 0.5 0.81 n/a 0.78 n/a 0.79 n/a 0.79 0.89 n/a n/a 0.75 0.75 n/a n/a n/a n/a 0.75 0.88
APPENDIX C
HCM 6th Signalized Intersection Summary Recent AM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
recent am.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84
Future Volume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 44 18 22811109601511091460
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, %222222222222
Cap, veh/h 141 96 11 131 108 92 547 2755 1229 543 2755 1229
Arrive On Green 0.06 0.06 0.05 0.06 0.06 0.06 0.04 0.78 0.78 0.04 0.78 0.78
Sat Flow, veh/h 1406 1654 184 1392 1870 1585 1781 3554 1585 1781 3554 1585
Grp Volume(v), veh/h 44 0 20 2 8 1 110 960 15 110 914 60
Grp Sat Flow(s),veh/h/ln 1406 0 1837 1392 1870 1585 1781 1777 1585 1781 1777 1585
Q Serve(g_s), s 3.4 0.0 1.1 0.2 0.4 0.1 1.3 9.1 0.2 1.3 8.6 1.0
Cycle Q Clear(g_c), s 3.8 0.0 1.1 1.3 0.4 0.1 1.3 9.1 0.2 1.3 8.6 1.0
Prop In Lane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 141 0 106 131 108 92 547 2755 1229 543 2755 1229
V/C Ratio(X) 0.31 0.00 0.19 0.02 0.07 0.01 0.20 0.35 0.01 0.20 0.33 0.05
Avail Cap(c_a), veh/h 405 0 451 393 459 389 598 2755 1229 805 2755 1229
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 50.8 0.0 49.4 50.0 49.0 48.9 2.3 3.8 2.8 2.4 3.7 2.9
Incr Delay (d2), s/veh 1.2 0.0 0.8 0.0 0.3 0.0 0.2 0.3 0.0 0.2 0.3 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 1.2 0.0 0.5 0.1 0.2 0.0 0.3 2.3 0.1 0.3 2.2 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.1 0.0 50.3 50.0 49.3 48.9 2.5 4.2 2.8 2.6 4.1 3.0
LnGrp LOS D A DDDD AAAAAA
Approach Vol, veh/h 64 11 1085 1084
Approach Delay, s/veh 51.5 49.4 4.0 3.8
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.9 90.8 11.4 7.9 90.8 11.4
Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0
Max Green Setting (Gmax), s 7.0 60.5 26.0 20.0 47.5 26.0
Max Q Clear Time (g_c+I1), s 3.3 10.6 5.8 3.3 11.1 3.3
Green Ext Time (p_c), s 0.1 7.3 0.1 0.2 7.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.5
HCM 6th LOS A
Timing Report, Sorted By Phase Recent AM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
recent am.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 11 67 32 24 54 32
Maximum Split (%) 10.0% 60.9% 29.1% 21.8% 49.1% 29.1%
Minimum Split (s) 11 28.5 32 11 29.5 32
Yellow Time (s) 3 4.5 3 3 4.5 3
All-Red Time (s)123123
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 14 19 16 19
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 36 47 4 36 60 4
End Time (s) 47 4 36 60 4 36
Yield/Force Off (s) 43 107.5 30 56 107.5 30
Yield/Force Off 170(s) 43 93.5 11 56 91.5 11
Local Start Time (s) 32 43 0 32 56 0
Local Yield (s) 39 103.5 26 52 103.5 26
Local Yield 170(s) 39 89.5 7 52 87.5 7
Intersection Summary
Cycle Length 110
Control Type Actuated-Coordinated
Natural Cycle 75
Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red
Splits and Phases: 9: Ziegler & Council Tree/Broadcom
Queues Recent AM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
recent am.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 44 99 2 8 3 110 960 52 110 914 92
v/c Ratio 0.28 0.38 0.01 0.04 0.01 0.22 0.39 0.05 0.23 0.37 0.08
Control Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2
Queue Length 50th (ft) 30 12 1 5 0 10 120 0 10 112 0
Queue Length 95th (ft) 55 53 8 17 0 42 272 0 42 241 22
Internal Link Dist (ft) 262 234 488 523
Turn Bay Length (ft) 100 150 40 420 340 400 400
Base Capacity (vph) 343 462 299 457 474 508 2440 1125 645 2457 1127
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.13 0.21 0.01 0.02 0.01 0.22 0.39 0.05 0.17 0.37 0.08
Intersection Summary
HCM 6th Signalized Intersection Summary Recent PM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
recent pm.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92
Future Volume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 232 32 80 63 48 14 306 982 1 40 1123 52
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, %222222222222
Cap, veh/h 322 102 255 263 404 342 410 2270 1013 405 2053 916
Arrive On Green 0.22 0.22 0.21 0.22 0.22 0.22 0.09 0.64 0.64 0.03 0.58 0.58
Sat Flow, veh/h 1340 474 1184 1281 1870 1585 1781 3554 1585 1781 3554 1585
Grp Volume(v), veh/h 232 0 112 63 48 14 306 982 1 40 1123 52
Grp Sat Flow(s),veh/h/ln 1340 0 1657 1281 1870 1585 1781 1777 1585 1781 1777 1585
Q Serve(g_s), s 20.2 0.0 6.9 5.2 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7
Cycle Q Clear(g_c), s 22.7 0.0 6.9 12.1 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7
Prop In Lane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 322 0 358 263 404 342 410 2270 1013 405 2053 916
V/C Ratio(X) 0.72 0.00 0.31 0.24 0.12 0.04 0.75 0.43 0.00 0.10 0.55 0.06
Avail Cap(c_a), veh/h 334 0 373 275 421 357 510 2270 1013 465 2053 916
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 47.0 0.0 39.9 44.7 37.9 37.2 14.5 10.8 7.8 9.7 15.6 11.1
Incr Delay (d2), s/veh 7.2 0.0 0.5 0.5 0.1 0.0 4.6 0.6 0.0 0.1 1.1 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 7.4 0.0 2.9 1.7 1.2 0.3 3.5 5.9 0.0 0.4 8.9 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.2 0.0 40.4 45.1 38.0 37.3 19.2 11.4 7.8 9.8 16.7 11.2
LnGrp LOS D A DDDD BBAABB
Approach Vol, veh/h 344 125 1289 1215
Approach Delay, s/veh 49.7 41.5 13.3 16.2
Approach LOS D D B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.3 74.8 30.9 6.9 82.2 30.9
Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0
Max Green Setting (Gmax), s 17.0 60.5 26.0 7.0 70.5 26.0
Max Q Clear Time (g_c+I1), s 9.8 25.4 24.7 3.1 18.6 14.1
Green Ext Time (p_c), s 0.5 9.3 0.2 0.0 7.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 19.9
HCM 6th LOS B
Timing Report, Sorted By Phase Recent PM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
recent pm.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 21 67 32 11 77 32
Maximum Split (%) 17.5% 55.8% 26.7% 9.2% 64.2% 26.7%
Minimum Split (s) 11 28.5 32 11 29.5 32
Yellow Time (s) 3 4.5 3 3 4.5 3
All-Red Time (s)123123
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 14 19 16 19
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 36 57 4 36 47 4
End Time (s) 57 4 36 47 4 36
Yield/Force Off (s) 53 117.5 30 43 117.5 30
Yield/Force Off 170(s) 53 103.5 11 43 101.5 11
Local Start Time (s) 32 53 0 32 43 0
Local Yield (s) 49 113.5 26 39 113.5 26
Local Yield 170(s) 49 99.5 7 39 97.5 7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 80
Offset: 4 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red
Splits and Phases: 9: Ziegler & Council Tree/Broadcom
Queues Recent PM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
recent pm.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 232 326 63 48 131 306 982 12 40 1123 102
v/c Ratio 0.84 0.63 0.86 0.13 0.31 0.75 0.43 0.01 0.10 0.56 0.11
Control Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1
Queue Length 50th (ft) 169 54 46 30 0 75 207 0 8 298 0
Queue Length 95th (ft) #290 152 #131 63 51 172 260 0 18 386 28
Internal Link Dist (ft) 262 234 488 523
Turn Bay Length (ft) 100 150 40 420 340 400 400
Base Capacity (vph) 304 549 81 419 457 449 2259 1033 416 1988 934
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.76 0.59 0.78 0.11 0.29 0.68 0.43 0.01 0.10 0.56 0.11
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
HCM 6th TWSC Recent AM
22: Ziegler & Target Service Access
01/28/2023 Synchro 11 Light Report
recent am.syn
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 11 9 908 1005 49
Future Vol, veh/h 15 11 9 908 1005 49
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 22222
Mvmt Flow 17 12 10 1009 1117 54
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1669 586 1171 0 - 0
Stage 1 1144 -----
Stage 2 525 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 87 454 592 - - -
Stage 1 266 -----
Stage 2 558 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 86 454 592 - - -
Mov Cap-2 Maneuver 195 -----
Stage 1 261 -----
Stage 2 558 -----
Approach EB NB SB
HCM Control Delay, s 20.8 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 592 - 257 - -
HCM Lane V/C Ratio 0.017 - 0.112 - -
HCM Control Delay (s) 11.2 - 20.8 - -
HCM Lane LOS B - C - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
HCM 6th TWSC Recent PM
22: Ziegler & Target Service Access
01/28/2023 Synchro 11 Light Report
recent pm.syn
Intersection
Int Delay, s/veh 1.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 49 61 13 1198 1078 105
Future Vol, veh/h 49 61 13 1198 1078 105
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 52 64 14 1261 1135 111
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1850 623 1246 0 - 0
Stage 1 1191 -----
Stage 2 659 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 66 429 554 - - -
Stage 1 251 -----
Stage 2 476 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 64 429 554 - - -
Mov Cap-2 Maneuver 173 -----
Stage 1 245 -----
Stage 2 476 -----
Approach EB NB SB
HCM Control Delay, s 29.7 0.1 0
HCM LOS D
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 554 - 259 - -
HCM Lane V/C Ratio 0.025 - 0.447 - -
HCM Control Delay (s) 11.7 - 29.7 - -
HCM Lane LOS B - D - -
HCM 95th %tile Q(veh) 0.1 - 2.2 - -
HCM 6th TWSC Recent AM
18: Ziegler & Hidden Pond
01/28/2023 Synchro 11 Light Report
recent am.syn
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 6 919 4 1 1051
Future Vol, veh/h 3 6 919 4 1 1051
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 22222
Mvmt Flow 3 7 1033 4 1 1181
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1628 519 0 0 1037 0
Stage 1 1035 -----
Stage 2 593 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 93 502 - - 666 -
Stage 1 303 -----
Stage 2 515 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 93 502 - - 666 -
Mov Cap-2 Maneuver 213 -----
Stage 1 303 -----
Stage 2 514 -----
Approach WB NB SB
HCM Control Delay, s 15.7 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 346 666 -
HCM Lane V/C Ratio - - 0.029 0.002 -
HCM Control Delay (s) - - 15.7 10.4 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC Recent PM
18: Ziegler & Hidden Pond
01/28/2023 Synchro 11 Light Report
recent pm.syn
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 3 1246 1 1 1182
Future Vol, veh/h 1 3 1246 1 1 1182
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22222
Mvmt Flow 1 3 1326 1 1 1257
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1958 664 0 0 1327 0
Stage 1 1327 -----
Stage 2 631 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 56 403 - - 516 -
Stage 1 212 -----
Stage 2 492 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 56 403 - - 516 -
Mov Cap-2 Maneuver 156 -----
Stage 1 212 -----
Stage 2 491 -----
Approach WB NB SB
HCM Control Delay, s 17.6 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 289 516 -
HCM Lane V/C Ratio - - 0.015 0.002 -
HCM Control Delay (s) - - 17.6 12 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC Recent AM
15: Ziegler & Paddington/Grand Teton
01/28/2023 Synchro 11 Light Report
recent am.syn
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 0 55 16 0 15 32 883 10 5 981 2
Future Vol, veh/h 2 0 55 16 0 15 32 883 10 5 981 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 0 60 18 0 16 35 970 11 5 1078 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1644 2140 540 1595 2136 491 1080 0 0 981 0 0
Stage 1 1089 1089 - 1046 1046 -------
Stage 2 555 1051 - 549 1090 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 66 48 486 72 49 523 641 - - 699 - -
Stage 1 230 290 - 244 304 -------
Stage 2 484 302 - 488 289 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 61 45 486 60 46 523 641 - - 699 - -
Mov Cap-2 Maneuver 61 45 - 60 46 -------
Stage 1 217 288 - 231 287 -------
Stage 2 443 285 - 424 287 -------
Approach EB WB NB SB
HCM Control Delay, s 16 54.9 0.4 0.1
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 641 - - 391 105 699 - -
HCM Lane V/C Ratio 0.055 - - 0.16 0.324 0.008 - -
HCM Control Delay (s) 10.9 - - 16 54.9 10.2 - -
HCM Lane LOS B - - C F B - -
HCM 95th %tile Q(veh) 0.2 - - 0.6 1.3 0 - -
HCM 6th TWSC Recent PM
15: Ziegler & Paddington/Grand Teton
01/28/2023 Synchro 11 Light Report
recent pm.syn
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8
Future Vol, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 0 59 6 0 13 76 1249 17 16 1206 9
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2020 2661 608 2045 2657 633 1215 0 0 1266 0 0
Stage 1 1243 1243 - 1410 1410 -------
Stage 2 777 1418 - 635 1247 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 34 22 439 33 22 422 570 - - 545 - -
Stage 1 185 245 - 145 203 -------
Stage 2 356 201 - 433 244 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 29 19 439 25 19 422 570 - - 545 - -
Mov Cap-2 Maneuver 29 19 - 25 19 -------
Stage 1 160 238 - 126 176 -------
Stage 2 299 174 - 364 237 -------
Approach EB WB NB SB
HCM Control Delay, s 20.5 79.2 0.7 0.2
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 570 - - 293 67 545 - -
HCM Lane V/C Ratio 0.134 - - 0.209 0.289 0.03 - -
HCM Control Delay (s) 12.3 - - 20.5 79.2 11.8 - -
HCM Lane LOS B - - C F B - -
HCM 95th %tile Q(veh) 0.5 - - 0.8 1 0.1 - -
HCM 6th TWSC Recent AM
4: Corbett & Target Service Access
01/28/2023 Synchro 11 Light Report
recent am.syn
Intersection
Int Delay, s/veh 3.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 3 14 8 3 26
Future Vol, veh/h 30 3 14 8 3 26
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 2 22222
Mvmt Flow 33 3 15 9 3 29
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 55 20 0 0 24 0
Stage 1 20 -----
Stage 2 35 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 953 1058 - - 1591 -
Stage 1 1003 -----
Stage 2 987 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 951 1058 - - 1591 -
Mov Cap-2 Maneuver 951 -----
Stage 1 1003 -----
Stage 2 985 -----
Approach WB NB SB
HCM Control Delay, s 8.9 0 0.8
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 960 1591 -
HCM Lane V/C Ratio - - 0.038 0.002 -
HCM Control Delay (s) - - 8.9 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC Recent PM
4: Corbett & Target Service Access
01/28/2023 Synchro 11 Light Report
recent pm.syn
Intersection
Int Delay, s/veh 3.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 38 5 26 25 4 18
Future Vol, veh/h 38 5 26 25 4 18
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 45 6 31 29 5 21
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 77 46 0 0 60 0
Stage 1 46 -----
Stage 2 31 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 926 1023 - - 1544 -
Stage 1 976 -----
Stage 2 992 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 923 1023 - - 1544 -
Mov Cap-2 Maneuver 923 -----
Stage 1 976 -----
Stage 2 989 -----
Approach WB NB SB
HCM Control Delay, s 9.1 0 1.3
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 934 1544 -
HCM Lane V/C Ratio - - 0.054 0.003 -
HCM Control Delay (s) - - 9.1 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.2 0 -
HCM 6th TWSC Recent AM
6: Corbett & Lowes Service Access
01/28/2023 Synchro 11 Light Report
recent am.syn
Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 5 1 16 24 0
Future Vol, veh/h 0 5 1 16 24 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 0 6 1 19 28 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 49 28 28 0 - 0
Stage 1 28 -----
Stage 2 21 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 960 1047 1585 - - -
Stage 1 995 -----
Stage 2 1002 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 959 1047 1585 - - -
Mov Cap-2 Maneuver 959 -----
Stage 1 994 -----
Stage 2 1002 -----
Approach EB NB SB
HCM Control Delay, s 8.5 0.4 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1585 - 1047 - -
HCM Lane V/C Ratio 0.001 - 0.006 - -
HCM Control Delay (s) 7.3 0 8.5 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC Recent PM
6: Corbett & Lowes Service Access
01/28/2023 Synchro 11 Light Report
recent pm.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 3 2 29 19 0
Future Vol, veh/h 0 3 2 29 19 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 0 4 2 34 22 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 60 22 22 0 - 0
Stage 1 22 -----
Stage 2 38 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 947 1055 1593 - - -
Stage 1 1001 -----
Stage 2 984 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 946 1055 1593 - - -
Mov Cap-2 Maneuver 946 -----
Stage 1 1000 -----
Stage 2 984 -----
Approach EB NB SB
HCM Control Delay, s 8.4 0.5 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1593 - 1055 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.3 0 8.4 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
UNSIGNALIZED INTERSECTIONS
Level-of-Service Average Total Delay
sec/veh
A < 10
B > 10 and < 15
C > 15 and < 25
D > 25 and < 35
E > 35 and < 50
F > 50
SIGNALIZED INTERSECTIONS
Level-of-Service Average Total Delay
sec/veh
A < 10
B > 10 and < 20
C > 20 and < 35
D > 35 and < 55
E > 55 and < 80
F > 80
Table 4-2
Fort Collins (GMA and City Limits)
Motor Vehicle LOS Standards (Intersections)
Overall Any
Approach Leg
Any
Movement
Signalized D1 E E2
Unsignalized E3 F4
Arterial/Arterial
Collector/Collector
Unsignalized D3 F4
Arterial/Collector
Arterial/Local
Collector/Local
Local/Local
Roundabout E3,5 E5,4 E5
1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable
2 Applicable with at least 5% of total entering volume
3 Use weighed average to identify overall delay
4 Mitigation may be required
5 Apply unsignalized delay value thresholds to determine LOS
APPENDIX D
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
R
M
O
R
E
L
A
N
E
S
&
1
L
A
N
E
1
L
A
N
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&
1
L
A
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2
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2
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EB
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T
A
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1
3
0
V
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AM
2
4
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5
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2
9
6
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3
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D
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,
P
A
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4
C
-
7
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
R
M
O
R
E
L
A
N
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S
&
1
L
A
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1
L
A
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1
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2
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V
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EB
L
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T
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1
8
0
V
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400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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M
O
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E
L
A
N
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&
1
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1
L
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1
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1
3
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2
4
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2
9
6
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V
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EB
L
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/
T
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1
8
0
V
P
H
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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L
A
N
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&
1
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1
L
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1
3
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2
4
3
5
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2
9
6
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V
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EB
L
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T
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1
8
0
V
P
H
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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L
A
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&
1
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1
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7
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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L
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1
7
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3
5
8
0
V
P
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EB
P
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2
0
0
V
P
H
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
R
M
O
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L
A
N
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&
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1
L
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EB
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2
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V
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400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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EB
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2
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400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
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P
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4
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-
7
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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M
O
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L
A
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&
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1
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3
6
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0
V
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EB
L
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5
0
V
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400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
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M
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L
A
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&
1
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1
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E
L
A
N
E
S
EB
L
T
/
T
A
M
3
0
V
P
H
AM
3
0
9
0
V
P
H
P
M
3
6
8
0
V
P
H
EB
L
T
/
T
P
M
5
0
V
P
H
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
100
200
300
400
500
600
*100
*150
2
O
R
M
O
R
E
L
A
N
E
S
&
1
L
A
N
E
1
L
A
N
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&
1
L
A
N
E
2
O
R
M
O
R
E
L
A
N
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&
2
O
R
M
O
R
E
L
A
N
E
S
EB
L
T
/
T
A
M
3
0
V
P
H
AM
3
0
9
0
V
P
H
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L
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5
0
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APPENDIX E
HCM 6th Signalized Intersection Summary Short Bkgrd AM
179: Ziegler & Council Tree/Broadcom
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb am.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88
Future Volume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870
Adj Flow Rate, veh/h 46 19 32811141147 7 114 1092 63
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, %222222222222
Cap, veh/h 169 123 19 158 147 123 449 2632 1220 523 2632 1173
Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.08 0.09 1.00 1.00 0.04 0.74 0.74
Sat Flow, veh/h 1391 1563 247 1375 1870 1567 1781 3554 1648 1853 3554 1584
Grp Volume(v), veh/h 46 0 22 2 8 1 114 1147 7 114 1092 63
Grp Sat Flow(s),veh/h/ln 1391 0 1810 1375 1870 1567 1781 1777 1648 1853 1777 1584
Q Serve(g_s), s 3.5 0.0 1.2 0.1 0.4 0.1 1.7 0.0 0.0 1.6 12.7 1.2
Cycle Q Clear(g_c), s 3.9 0.0 1.2 1.4 0.4 0.1 1.7 0.0 0.0 1.6 12.7 1.2
Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 169 0 142 158 147 123 449 2632 1220 523 2632 1173
V/C Ratio(X) 0.27 0.00 0.15 0.01 0.05 0.01 0.25 0.44 0.01 0.22 0.41 0.05
Avail Cap(c_a), veh/h 439 0 494 425 510 427 483 2632 1220 777 2632 1173
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00
Uniform Delay (d), s/veh 48.7 0.0 47.3 47.9 46.9 46.7 3.5 0.0 0.0 2.7 5.3 3.9
Incr Delay (d2), s/veh 0.9 0.0 0.5 0.0 0.2 0.0 0.1 0.2 0.0 0.2 0.5 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 1.3 0.0 0.6 0.1 0.2 0.0 0.4 0.1 0.0 0.4 3.8 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.6 0.0 47.8 47.9 47.0 46.7 3.6 0.2 0.0 2.9 5.8 3.9
LnGrp LOS D A DDDD AAAAAA
Approach Vol, veh/h 68 11 1268 1269
Approach Delay, s/veh 49.0 47.2 0.5 5.5
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.9 87.5 13.7 8.9 87.5 13.7
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 6.0 57.0 29.0 19.0 44.0 29.0
Max Q Clear Time (g_c+I1), s 3.7 14.7 5.9 3.6 2.0 3.4
Green Ext Time (p_c), s 0.1 9.7 0.2 0.2 10.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 4.4
HCM 6th LOS A
Timing Report, Sorted By Phase Short Bkgrd AM
179: Ziegler & Council Tree/Broadcom
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb am.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 11 64 35 24 51 35
Maximum Split (%) 10.0% 58.2% 31.8% 21.8% 46.4% 31.8%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 16 22 18 22
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 40 51 5 40 64 5
End Time (s) 51 5 40 64 5 40
Yield/Force Off (s) 46 108 34 59 108 34
Yield/Force Off 170(s) 46 92 12 59 90 12
Local Start Time (s) 42 53 7 42 66 7
Local Yield (s) 48 0 36 61 0 36
Local Yield 170(s) 48 94 14 61 92 14
Intersection Summary
Cycle Length 110
Control Type Actuated-Coordinated
Natural Cycle 80
Offset: 108 (98%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow
Splits and Phases: 179: Ziegler & Council Tree/Broadcom
Queues Short Bkgrd AM
179: Ziegler & Council Tree/Broadcom
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb am.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 46 104 2 8 3 114 1147 54 114 1092 97
v/c Ratio 0.27 0.39 0.01 0.04 0.01 0.28 0.50 0.05 0.26 0.47 0.09
Control Delay 44.4 15.9 35.5 36.7 0.0 4.2 12.1 2.2 5.2 10.7 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 44.4 15.9 35.5 36.7 0.0 4.2 12.1 2.2 5.2 10.7 2.4
Queue Length 50th (ft) 31 13 15052740111560
Queue Length 95th (ft) 55 52 7 17 0 m41 m402 m4 49 336 25
Internal Link Dist (ft) 846 1057 1077 4040
Turn Bay Length (ft) 150 40 420 340 400 400
Base Capacity (vph) 382 498 314 508 532 409 2289 1137 630 2309 1086
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.12 0.21 0.01 0.02 0.01 0.28 0.50 0.05 0.18 0.47 0.09
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th Signalized Intersection Summary Short Bkgrd PM
179: Ziegler & Council Tree/Broadcom
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb pm.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96
Future Volume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870
Adj Flow Rate, veh/h 242 33 171 67 50 17 320 1173 1 42 1342 45
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, %222222222222
Cap, veh/h 331 59 307 192 429 361 359 2216 1028 278 1929 860
Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.04 0.21 0.21 0.03 0.54 0.54
Sat Flow, veh/h 1327 259 1340 1174 1870 1575 1781 3554 1648 1853 3554 1585
Grp Volume(v), veh/h 242 0 204 67 50 17 320 1173 1 42 1342 45
Grp Sat Flow(s),veh/h/ln 1327 0 1598 1174 1870 1575 1781 1777 1648 1853 1777 1585
Q Serve(g_s), s 23.0 0.0 14.7 7.0 2.8 1.1 11.6 38.2 0.1 1.3 36.1 1.7
Cycle Q Clear(g_c), s 25.7 0.0 14.7 21.6 2.8 1.1 11.6 38.2 0.1 1.3 36.1 1.7
Prop In Lane 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 331 0 366 192 429 361 359 2216 1028 278 1929 860
V/C Ratio(X) 0.73 0.00 0.56 0.35 0.12 0.05 0.89 0.53 0.00 0.15 0.70 0.05
Avail Cap(c_a), veh/h 395 0 443 248 518 436 364 2216 1028 319 1929 860
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00
Uniform Delay (d), s/veh 49.9 0.0 44.3 53.8 39.7 39.0 31.4 34.6 19.5 15.3 21.8 14.0
Incr Delay (d2), s/veh 5.5 0.0 1.3 1.1 0.1 0.1 2.8 0.1 0.0 0.2 2.1 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 8.2 0.0 6.0 2.1 1.3 0.4 11.3 18.2 0.0 0.5 14.8 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.4 0.0 45.6 54.9 39.8 39.1 34.2 34.7 19.5 15.5 23.9 14.1
LnGrp LOS E A DDDDCCBBCB
Approach Vol, veh/h 446 134 1494 1429
Approach Delay, s/veh 50.9 47.3 34.6 23.4
Approach LOS DDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 18.6 76.6 34.8 8.1 87.1 34.8
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 14.0 63.0 35.0 6.0 71.0 35.0
Max Q Clear Time (g_c+I1), s 13.6 38.1 27.7 3.3 40.2 23.6
Green Ext Time (p_c), s 0.1 6.6 1.0 0.0 5.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 32.6
HCM 6th LOS C
Timing Report, Sorted By Phase Short Bkgrd PM
179: Ziegler & Council Tree/Broadcom
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb pm.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 19 70 41 11 78 41
Maximum Split (%) 14.6% 53.8% 31.5% 8.5% 60.0% 31.5%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 16 22 18 22
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 86 105 45 86 97 45
End Time (s) 105 45 86 97 45 86
Yield/Force Off (s) 100 38 80 92 38 80
Yield/Force Off 170(s) 100 22 58 92 20 58
Local Start Time (s) 48 67 7 48 59 7
Local Yield (s) 62 0 42 54 0 42
Local Yield 170(s) 62 114 20 54 112 20
Intersection Summary
Cycle Length 130
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 38 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow
Splits and Phases: 179: Ziegler & Council Tree/Broadcom
Queues Short Bkgrd PM
179: Ziegler & Council Tree/Broadcom
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb pm.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 242 341 67 50 137 320 1173 12 42 1342 107
v/c Ratio 0.81 0.71 0.84 0.12 0.30 0.84 0.55 0.01 0.12 0.80 0.13
Control Delay 67.7 32.0 110.0 38.3 7.5 26.7 13.1 0.9 8.8 32.0 3.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 67.7 32.0 110.0 38.3 7.5 26.7 13.1 0.9 8.8 32.0 3.4
Queue Length 50th (ft) 194 143 54 34 0 178 349 0 10 484 0
Queue Length 95th (ft) 277 239 #130 65 50 m#215 m322 m0 25 581 30
Internal Link Dist (ft) 963 428 1077 4040
Turn Bay Length (ft) 150 40 420 340 400 400
Base Capacity (vph) 371 555 99 515 529 381 2129 1043 352 1684 834
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.65 0.61 0.68 0.10 0.26 0.84 0.55 0.01 0.12 0.80 0.13
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th TWSC Short Bkgrd AM
11: Ziegler & Target Service Access
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb am.syn
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 11 9 1080 1175 49
Future Vol, veh/h 15 11 9 1080 1175 49
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 16 12 10 1174 1277 53
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1911 665 1330 0 - 0
Stage 1 1304 -----
Stage 2 607 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 60 403 515 - - -
Stage 1 218 -----
Stage 2 507 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 59 403 515 - - -
Mov Cap-2 Maneuver 159 -----
Stage 1 214 -----
Stage 2 507 -----
Approach EB NB SB
HCM Control Delay, s 24.4 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 515 - 214 - -
HCM Lane V/C Ratio 0.019 - 0.132 - -
HCM Control Delay (s) 12.1 - 24.4 - -
HCM Lane LOS B - C - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
HCM 6th TWSC Short Bkgrd PM
2: Ziegler & Target Service Access
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb pm.syn
Intersection
Int Delay, s/veh 1.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 49 61 13 1384 1281 105
Future Vol, veh/h 49 61 13 1384 1281 105
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 53 66 14 1504 1392 114
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2229 753 1506 0 - 0
Stage 1 1449 -----
Stage 2 780 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver ~ 36 352 441 - - -
Stage 1 182 -----
Stage 2 412 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 35 352 441 - - -
Mov Cap-2 Maneuver 126 -----
Stage 1 176 -----
Stage 2 412 -----
Approach EB NB SB
HCM Control Delay, s 48.5 0.1 0
HCM LOS E
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 441 - 196 - -
HCM Lane V/C Ratio 0.032 - 0.61 - -
HCM Control Delay (s) 13.4 - 48.5 - -
HCM Lane LOS B - E - -
HCM 95th %tile Q(veh) 0.1 - 3.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Short Bkgrd AM
8: Ziegler & Hidden Pond
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb am.syn
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 6 1091 4 1 1221
Future Vol, veh/h 3 6 1091 4 1 1221
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 3 7 1186 4 1 1327
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1854 595 0 0 1190 0
Stage 1 1188 -----
Stage 2 666 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 65 447 - - 582 -
Stage 1 252 -----
Stage 2 472 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 65 447 - - 582 -
Mov Cap-2 Maneuver 65 -----
Stage 1 252 -----
Stage 2 471 -----
Approach WB NB SB
HCM Control Delay, s 30.5 0 0
HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 151 582 -
HCM Lane V/C Ratio - - 0.065 0.002 -
HCM Control Delay (s) - - 30.5 11.2 -
HCM Lane LOS - - D B -
HCM 95th %tile Q(veh) - - 0.2 0 -
HCM 6th TWSC Short Bkgrd PM
3: Ziegler & Hidden Pond
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb pm.syn
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 3 1432 1 1 1385
Future Vol, veh/h 1 3 1432 1 1 1385
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 3 1557 1 1 1505
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 2313 779 0 0 1558 0
Stage 1 1558 -----
Stage 2 755 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 32 339 - - 421 -
Stage 1 159 -----
Stage 2 425 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 32 339 - - 421 -
Mov Cap-2 Maneuver 32 -----
Stage 1 159 -----
Stage 2 424 -----
Approach WB NB SB
HCM Control Delay, s 42.6 0 0
HCM LOS E
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 100 421 -
HCM Lane V/C Ratio - - 0.043 0.003 -
HCM Control Delay (s) - - 42.6 13.6 -
HCM Lane LOS - - E B -
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC Short Bkgrd AM
5: Ziegler & Paddington/Grand Teton
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb am.syn
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2
Future Vol, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 0 65 19 0 18 38 1241 12 6 1354 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2064 2696 678 2012 2691 627 1356 0 0 1253 0 0
Stage 1 1367 1367 - 1323 1323 -------
Stage 2 697 1329 - 689 1368 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 32 21 395 35 21 426 503 - - 551 - -
Stage 1 155 213 - 165 224 -------
Stage 2 398 222 - 402 213 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 29 19 395 27 19 426 503 - - 551 - -
Mov Cap-2 Maneuver 29 19 - 27 19 -------
Stage 1 143 211 - 152 207 -------
Stage 2 353 205 - 332 211 -------
Approach EB WB NB SB
HCM Control Delay, s 22.3 188 0.4 0.1
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 503 - - 274 49 551 - -
HCM Lane V/C Ratio 0.075 - - 0.245 0.744 0.011 - -
HCM Control Delay (s) 12.7 - - 22.3 188 11.6 - -
HCM Lane LOS B - - C F B - -
HCM 95th %tile Q(veh) 0.2 - - 0.9 3 0 - -
HCM 6th TWSC Short Bkgrd PM
6: Ziegler & Paddington/Grand Teton
Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report
sb pm.syn
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 0 55 6 0 12 71 1348 16 15 1325 8
Future Vol, veh/h 2 0 55 6 0 12 71 1348 16 15 1325 8
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--300--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 0 61 7 0 13 79 1498 18 17 1472 9
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2418 3185 741 2435 3180 758 1481 0 0 1516 0 0
Stage 1 1511 1511 - 1665 1665 -------
Stage 2 907 1674 - 770 1515 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 17 10 359 16 10 350 450 - - 437 - -
Stage 1 126 181 - 101 152 -------
Stage 2 297 151 - 359 180 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 14 8 359 11 8 350 450 - - 437 - -
Mov Cap-2 Maneuver 14 8 - 11 8 -------
Stage 1 104 174 - 83 125 -------
Stage 2 236 124 - 286 173 -------
Approach EB WB NB SB
HCM Control Delay, s 32.5 241.5 0.7 0.2
HCM LOS D F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 450 - - 193 31 437 - -
HCM Lane V/C Ratio 0.175 - - 0.328 0.645 0.038 - -
HCM Control Delay (s) 14.7 - - 32.5 241.5 13.6 - -
HCM Lane LOS B - - D F B - -
HCM 95th %tile Q(veh) 0.6 - - 1.4 2.1 0.1 - -
HCM 6th TWSC Short Bkgrd AM
4: Corbett & Target Service Access
11/06/2023 Synchro 11 Light Report
sb am corbett.syn
Intersection
Int Delay, s/veh 3.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 3 14 8 3 26
Future Vol, veh/h 30 3 14 8 3 26
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 2 22222
Mvmt Flow 33 3 15 9 3 29
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 55 20 0 0 24 0
Stage 1 20 -----
Stage 2 35 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 953 1058 - - 1591 -
Stage 1 1003 -----
Stage 2 987 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 951 1058 - - 1591 -
Mov Cap-2 Maneuver 951 -----
Stage 1 1003 -----
Stage 2 985 -----
Approach WB NB SB
HCM Control Delay, s 8.9 0 0.8
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 960 1591 -
HCM Lane V/C Ratio - - 0.038 0.002 -
HCM Control Delay (s) - - 8.9 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC Short Bkgrd PM
4: Corbett & Target Service Access
11/06/2023 Synchro 11 Light Report
sb pm corbett.syn
Intersection
Int Delay, s/veh 3.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 38 5 26 25 4 18
Future Vol, veh/h 38 5 26 25 4 18
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 45 6 31 29 5 21
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 77 46 0 0 60 0
Stage 1 46 -----
Stage 2 31 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 926 1023 - - 1544 -
Stage 1 976 -----
Stage 2 992 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 923 1023 - - 1544 -
Mov Cap-2 Maneuver 923 -----
Stage 1 976 -----
Stage 2 989 -----
Approach WB NB SB
HCM Control Delay, s 9.1 0 1.3
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 934 1544 -
HCM Lane V/C Ratio - - 0.054 0.003 -
HCM Control Delay (s) - - 9.1 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.2 0 -
HCM 6th TWSC Short Bkgrd AM
6: Corbett & Lowes Service Access
11/06/2023 Synchro 11 Light Report
sb am corbett.syn
Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 5 1 16 24 0
Future Vol, veh/h 0 5 1 16 24 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 0 6 1 19 28 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 49 28 28 0 - 0
Stage 1 28 -----
Stage 2 21 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 960 1047 1585 - - -
Stage 1 995 -----
Stage 2 1002 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 959 1047 1585 - - -
Mov Cap-2 Maneuver 959 -----
Stage 1 994 -----
Stage 2 1002 -----
Approach EB NB SB
HCM Control Delay, s 8.5 0.4 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1585 - 1047 - -
HCM Lane V/C Ratio 0.001 - 0.006 - -
HCM Control Delay (s) 7.3 0 8.5 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC Short Bkgrd PM
6: Corbett & Lowes Service Access
11/06/2023 Synchro 11 Light Report
sb pm corbett.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 3 2 29 19 0
Future Vol, veh/h 0 3 2 29 19 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 0 4 2 34 22 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 60 22 22 0 - 0
Stage 1 22 -----
Stage 2 38 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 947 1055 1593 - - -
Stage 1 1001 -----
Stage 2 984 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 946 1055 1593 - - -
Mov Cap-2 Maneuver 946 -----
Stage 1 1000 -----
Stage 2 984 -----
Approach EB NB SB
HCM Control Delay, s 8.4 0.5 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1593 - 1055 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.3 0 8.4 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
APPENDIX F
HCM 6th Signalized Intersection Summary Long Bkgrd AM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
lb am.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95
Future Volume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 74 21 4 5 11 1 121 1468 21 121 1363 63
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, %222222222222
Cap, veh/h 214 122 23 142 66 56 344 2523 1125 324 2523 1125
Arrive On Green 0.06 0.08 0.07 0.02 0.04 0.04 0.04 0.71 0.71 0.04 0.71 0.71
Sat Flow, veh/h 1781 1527 291 1781 1870 1585 1781 3554 1585 1781 3554 1585
Grp Volume(v), veh/h 74 0 25 5 11 1 121 1468 21 121 1363 63
Grp Sat Flow(s),veh/h/ln 1781 0 1818 1781 1870 1585 1781 1777 1585 1781 1777 1585
Q Serve(g_s), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3
Cycle Q Clear(g_c), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3
Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 214 0 145 142 66 56 344 2523 1125 324 2523 1125
V/C Ratio(X) 0.35 0.00 0.17 0.04 0.17 0.02 0.35 0.58 0.02 0.37 0.54 0.06
Avail Cap(c_a), veh/h 220 0 314 228 323 274 394 2523 1125 374 2523 1125
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 45.1 0.0 47.3 49.7 51.5 51.2 6.2 7.9 4.7 7.0 7.5 4.8
Incr Delay (d2), s/veh 1.0 0.0 0.6 0.1 1.2 0.1 0.6 1.0 0.0 0.7 0.8 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 1.9 0.0 0.7 0.1 0.3 0.0 0.6 7.0 0.1 0.6 6.2 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.1 0.0 47.9 49.8 52.6 51.3 6.8 8.9 4.7 7.7 8.3 4.9
LnGrp LOS D A DDDD AAAAAA
Approach Vol, veh/h 99 17 1610 1547
Approach Delay, s/veh 46.6 51.7 8.7 8.2
Approach LOS D D A A
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.9 83.6 4.7 13.8 7.9 83.6 9.6 8.9
Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0
Max Green Setting (Gmax), s 7.0 58.5 6.0 18.0 7.0 58.5 6.0 18.0
Max Q Clear Time (g_c+I1), s 4.0 21.9 2.3 3.4 4.0 24.5 6.2 2.6
Green Ext Time (p_c), s 0.1 12.6 0.0 0.0 0.1 13.5 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 9.8
HCM 6th LOS A
Timing Report, Sorted By Phase Long Bkgrd AM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
lb am.syn
Phase Number 12345678
Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode None C-Max None None None C-Max None None
Maximum Split (s) 11 65 10 24 11 65 10 24
Maximum Split (%) 10.0% 59.1% 9.1% 21.8% 10.0% 59.1% 9.1% 21.8%
Minimum Split (s) 11 28.5 9.5 24 11 29.5 9.5 24
Yellow Time (s) 3 4.5 3 4 3 4.5 3 4
All-Red Time (s)12121212
Minimum Initial (s)47544754
Vehicle Extension (s)33333333
Minimum Gap (s)33333333
Time Before Reduce (s)00000000
Time To Reduce (s)00000000
Walk Time (s) 7 7
Flash Dont Walk (s) 14 16
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 34 45 0 10 34 45 0 10
End Time (s) 45 0 10 34 45 0 10 34
Yield/Force Off (s) 41 103.5 6 28 41 103.5 6 28
Yield/Force Off 170(s) 41 89.5 6 28 41 87.5 6 28
Local Start Time (s) 34 45 0 10 34 45 0 10
Local Yield (s) 41 103.5 6 28 41 103.5 6 28
Local Yield 170(s) 41 89.5 6 28 41 87.5 6 28
Intersection Summary
Cycle Length 110
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red
Splits and Phases: 9: Ziegler & Council Tree/Broadcom
Queues Long Bkgrd AM
9: Ziegler & Council Tree/Broadcom
01/28/2023 Synchro 11 Light Report
lb am.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 74 110 5 11 5 121 1468 58 121 1363 100
v/c Ratio 0.42 0.47 0.03 0.08 0.02 0.36 0.61 0.05 0.40 0.57 0.09
Control Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0
Queue Length 50th (ft) 50 14 3709211091940
Queue Length 95th (ft) 83 66 13 25 0 40 495 3 40 438 21
Internal Link Dist (ft) 262 234 488 523
Turn Bay Length (ft) 100 150 40 420 340 400 400
Base Capacity (vph) 176 356 174 321 367 343 2420 1117 310 2408 1112
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.42 0.31 0.03 0.03 0.01 0.35 0.61 0.05 0.39 0.57 0.09
Intersection Summary
HCM 6th Signalized Intersection Summary Long Bkgrd PM
9: Ziegler & Council Tree/Broadcom
01/29/2023 Synchro 11 Light Report
lb pm.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105
Future Volume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 299 36 116 67 52 1 320 1392 1 41 1655 12
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, %222222222222
Cap, veh/h 332 51 165 210 99 84 351 2285 1019 279 1900 847
Arrive On Green 0.13 0.13 0.12 0.05 0.05 0.05 0.14 0.64 0.64 0.03 0.53 0.53
Sat Flow, veh/h 1781 389 1255 1781 1870 1585 1781 3554 1585 1781 3554 1585
Grp Volume(v), veh/h 299 0 152 67 52 1 320 1392 1 41 1655 12
Grp Sat Flow(s),veh/h/ln 1781 0 1644 1781 1870 1585 1781 1777 1585 1781 1777 1585
Q Serve(g_s), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4
Cycle Q Clear(g_c), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4
Prop In Lane 1.00 0.76 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 332 0 217 210 99 84 351 2285 1019 279 1900 847
V/C Ratio(X) 0.90 0.00 0.70 0.32 0.53 0.01 0.91 0.61 0.00 0.15 0.87 0.01
Avail Cap(c_a), veh/h 332 0 329 217 234 198 351 2285 1019 339 1900 847
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 46.8 0.0 50.2 49.7 55.4 53.9 35.9 12.6 7.6 12.5 24.3 13.1
Incr Delay (d2), s/veh 26.0 0.0 4.1 0.9 4.3 0.1 27.2 1.2 0.0 0.2 5.8 0.0
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 3.6 0.0 4.6 1.9 1.7 0.0 11.7 9.9 0.0 0.5 20.0 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 0.0 54.3 50.6 59.6 53.9 63.2 13.8 7.6 12.7 30.1 13.1
LnGrp LOS E A D D E D EBABCB
Approach Vol, veh/h 451 120 1713 1708
Approach Delay, s/veh 66.6 54.5 23.0 29.6
Approach LOS E D C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 69.7 9.5 20.8 7.0 82.7 19.0 11.3
Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0
Max Green Setting (Gmax), s 16.0 54.5 6.0 23.0 7.0 63.5 15.0 14.0
Max Q Clear Time (g_c+I1), s 16.5 50.7 6.2 12.6 3.2 29.6 18.0 5.3
Green Ext Time (p_c), s 0.0 3.1 0.0 0.5 0.0 12.3 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 31.7
HCM 6th LOS C
Timing Report, Sorted By Phase Long Bkgrd PM
9: Ziegler & Council Tree/Broadcom
01/29/2023 Synchro 11 Light Report
lb pm.syn
Phase Number 12345678
Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode None C-Max None None None C-Max None None
Maximum Split (s) 20 61 10 29 11 70 19 20
Maximum Split (%) 16.7% 50.8% 8.3% 24.2% 9.2% 58.3% 15.8% 16.7%
Minimum Split (s) 11 28.5 9.5 20 11 29.5 9.5 20
Yellow Time (s) 3 4.5 3 4 3 4.5 3 4
All-Red Time (s)12121212
Minimum Initial (s)47544754
Vehicle Extension (s)33333333
Minimum Gap (s)33333333
Time Before Reduce (s)00000000
Time To Reduce (s)00000000
Walk Time (s) 7 7
Flash Dont Walk (s) 14 16
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 39 59 0 10 39 50 0 19
End Time (s) 59 0 10 39 50 0 19 39
Yield/Force Off (s) 55 113.5 6 33 46 113.5 15 33
Yield/Force Off 170(s) 55 99.5 6 33 46 97.5 15 33
Local Start Time (s) 39 59 0 10 39 50 0 19
Local Yield (s) 55 113.5 6 33 46 113.5 15 33
Local Yield 170(s) 55 99.5 6 33 46 97.5 15 33
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 100
Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red
Splits and Phases: 9: Ziegler & Council Tree/Broadcom
Queues Long Bkgrd PM
9: Ziegler & Council Tree/Broadcom
01/29/2023 Synchro 11 Light Report
lb pm.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 299 345 67 52 139 320 1392 15 41 1655 108
v/c Ratio 0.80 0.73 0.39 0.33 0.47 0.84 0.66 0.01 0.17 1.01 0.13
Control Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6
Queue Length 50th (ft) 208 87 40 39 0 182 365 0 9 ~678 0
Queue Length 95th (ft) 289 191 74 76 31 #392 502 0 23 #849 4
Internal Link Dist (ft) 262 234 488 523
Turn Bay Length (ft) 100 150 40 420 340 400 400
Base Capacity (vph) 372 508 171 232 352 381 2115 1000 249 1643 828
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.80 0.68 0.39 0.22 0.39 0.84 0.66 0.01 0.16 1.01 0.13
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
HCM 6th TWSC Long Bkgrd AM
22: Ziegler & Target Service Access
01/28/2023 Synchro 11 Light Report
lb am.syn
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 10 10 1460 1495 50
Future Vol, veh/h 0 10 10 1460 1495 50
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 100 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 0 11 11 1537 1574 53
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 814 1627 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 321 396 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 321 396 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 16.6 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 396 - 321 - -
HCM Lane V/C Ratio 0.027 - 0.033 - -
HCM Control Delay (s) 14.3 - 16.6 - -
HCM Lane LOS B - C - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
HCM 6th TWSC Long Bkgrd PM
22: Ziegler & Target Service Access
01/28/2023 Synchro 11 Light Report
lb pm.syn
Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 60 15 1760 1690 105
Future Vol, veh/h 0 60 15 1760 1690 105
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 100 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 0 62 15 1814 1742 108
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 925 1850 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 271 324 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 271 324 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 22.2 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 324 - 271 - -
HCM Lane V/C Ratio 0.048 - 0.228 - -
HCM Control Delay (s) 16.7 - 22.2 - -
HCM Lane LOS C - C - -
HCM 95th %tile Q(veh) 0.1 - 0.9 - -
HCM 6th TWSC Long Bkgrd AM
18: Ziegler & Hidden Pond
01/28/2023 Synchro 11 Light Report
lb am.syn
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 5 5 1455 5 5 1540
Future Vol, veh/h 5 5 1455 5 5 1540
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 5 5 1532 5 5 1621
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 2356 769 0 0 1537 0
Stage 1 1535 -----
Stage 2 821 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 30 344 - - 429 -
Stage 1 164 -----
Stage 2 393 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 30 344 - - 429 -
Mov Cap-2 Maneuver 116 -----
Stage 1 164 -----
Stage 2 388 -----
Approach WB NB SB
HCM Control Delay, s 27.2 0 0
HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 173 429 -
HCM Lane V/C Ratio - - 0.061 0.012 -
HCM Control Delay (s) - - 27.2 13.5 -
HCM Lane LOS - - D B -
HCM 95th %tile Q(veh) - - 0.2 0 -
HCM 6th TWSC Long Bkgrd PM
18: Ziegler & Hidden Pond
01/28/2023 Synchro 11 Light Report
lb pm.syn
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 5 5 1755 5 5 1790
Future Vol, veh/h 5 5 1755 5 5 1790
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 5 5 1809 5 5 1845
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 2745 907 0 0 1814 0
Stage 1 1812 -----
Stage 2 933 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 16 279 - - 335 -
Stage 1 115 -----
Stage 2 343 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 16 279 - - 335 -
Mov Cap-2 Maneuver 84 -----
Stage 1 115 -----
Stage 2 338 -----
Approach WB NB SB
HCM Control Delay, s 35.3 0 0
HCM LOS E
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 129 335 -
HCM Lane V/C Ratio - - 0.08 0.015 -
HCM Control Delay (s) - - 35.3 15.9 -
HCM Lane LOS - - E C -
HCM 95th %tile Q(veh) - - 0.3 0 -
HCM 6th TWSC Long Bkgrd AM
15: Ziegler & Paddington/Grand Teton
01/28/2023 Synchro 11 Light Report
lb am.syn
Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5
Future Vol, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 58 16 0 16 37 1489 11 5 1553 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2385 3140 779 2356 3137 750 1558 0 0 1500 0 0
Stage 1 1566 1566 - 1569 1569 -------
Stage 2 819 1574 - 787 1568 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 18 11 339 19 11 354 421 - - 443 - -
Stage 1 116 170 - 116 170 -------
Stage 2 336 169 - 351 170 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 16 10 339 ~ 15 10 354 421 - - 443 - -
Mov Cap-2 Maneuver 16 10 - ~ 15 10 -------
Stage 1 106 168 - 106 155 -------
Stage 2 293 154 - 288 168 -------
Approach EB WB NB SB
HCM Control Delay, s 59.3 $ 396.6 0.3 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 421 - - 126 29 443 - -
HCM Lane V/C Ratio 0.088 - - 0.501 1.089 0.012 - -
HCM Control Delay (s) 14.4 - - 59.3$ 396.6 13.2 - -
HCM Lane LOS B - - F F B - -
HCM 95th %tile Q(veh) 0.3 - - 2.3 3.6 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Long Bkgrd PM
15: Ziegler & Paddington/Grand Teton
01/28/2023 Synchro 11 Light Report
lb pm.syn
Intersection
Int Delay, s/veh 7.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10
Future Vol, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 57 5 0 15 72 1727 15 15 1789 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2832 3710 900 2804 3708 871 1799 0 0 1742 0 0
Stage 1 1824 1824 - 1879 1879 -------
Stage 2 1008 1886 - 925 1829 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 8 4 282 8 4 294 339 - - 357 - -
Stage 1 80 127 - 74 119 -------
Stage 2 258 118 - 290 126 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 6 3 282 ~ 5 3 294 339 - - 357 - -
Mov Cap-2 Maneuver 6 3 - ~ 5 3 -------
Stage 1 63 122 - 58 94 -------
Stage 2 193 93 - 222 121 -------
Approach EB WB NB SB
HCM Control Delay, s 255.3 $ 518.4 0.7 0.1
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 339 - - 58 19 357 - -
HCM Lane V/C Ratio 0.213 - - 1.066 1.085 0.043 - -
HCM Control Delay (s) 18.5 - - 255.3$ 518.4 15.5 - -
HCM Lane LOS C - - F F C - -
HCM 95th %tile Q(veh) 0.8 - - 5.1 2.9 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Long Bkgrd AM
4: Corbett & Target Service Access
01/28/2023 Synchro 11 Light Report
lb am.syn
Intersection
Int Delay, s/veh 3.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 5 15 10 5 25
Future Vol, veh/h 30 5 15 10 5 25
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 32 5 16 11 5 26
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 58 22 0 0 27 0
Stage 1 22 -----
Stage 2 36 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 949 1055 - - 1587 -
Stage 1 1001 -----
Stage 2 986 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 946 1055 - - 1587 -
Mov Cap-2 Maneuver 946 -----
Stage 1 1001 -----
Stage 2 983 -----
Approach WB NB SB
HCM Control Delay, s 8.9 0 1.2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 960 1587 -
HCM Lane V/C Ratio - - 0.038 0.003 -
HCM Control Delay (s) - - 8.9 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC Long Bkgrd PM
4: Corbett & Target Service Access
01/28/2023 Synchro 11 Light Report
lb pm.syn
Intersection
Int Delay, s/veh 3.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 40 5 30 25 5 20
Future Vol, veh/h 40 5 30 25 5 20
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 42 5 32 26 5 21
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 76 45 0 0 58 0
Stage 1 45 -----
Stage 2 31 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 927 1025 - - 1546 -
Stage 1 977 -----
Stage 2 992 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 924 1025 - - 1546 -
Mov Cap-2 Maneuver 924 -----
Stage 1 977 -----
Stage 2 989 -----
Approach WB NB SB
HCM Control Delay, s 9.1 0 1.5
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 934 1546 -
HCM Lane V/C Ratio - - 0.051 0.003 -
HCM Control Delay (s) - - 9.1 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.2 0 -
HCM 6th TWSC Long Bkgrd AM
6: Corbett & Lowes Service Access
01/28/2023 Synchro 11 Light Report
lb am.syn
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 5 5 15 25 0
Future Vol, veh/h 0 5 5 15 25 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 0 5 5 16 26 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 52 26 26 0 - 0
Stage 1 26 -----
Stage 2 26 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 957 1050 1588 - - -
Stage 1 997 -----
Stage 2 997 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 954 1050 1588 - - -
Mov Cap-2 Maneuver 954 -----
Stage 1 994 -----
Stage 2 997 -----
Approach EB NB SB
HCM Control Delay, s 8.4 1.8 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1588 - 1050 - -
HCM Lane V/C Ratio 0.003 - 0.005 - -
HCM Control Delay (s) 7.3 0 8.4 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC Long Bkgrd PM
6: Corbett & Lowes Service Access
01/28/2023 Synchro 11 Light Report
lb pm.syn
Intersection
Int Delay, s/veh 1.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 5 5 30 20 0
Future Vol, veh/h 0 5 5 30 20 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 0 5 5 32 21 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 63 21 21 0 - 0
Stage 1 21 -----
Stage 2 42 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 943 1056 1595 - - -
Stage 1 1002 -----
Stage 2 980 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 940 1056 1595 - - -
Mov Cap-2 Maneuver 940 -----
Stage 1 999 -----
Stage 2 980 -----
Approach EB NB SB
HCM Control Delay, s 8.4 1 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1595 - 1056 - -
HCM Lane V/C Ratio 0.003 - 0.005 - -
HCM Control Delay (s) 7.3 0 8.4 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
APPENDIX G
HCM 6th Signalized Intersection Summary Short Total AM
179: Ziegler & Council Tree/Broadcom No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st am no connection.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 17 77 2 7 3 104 1095 49 104 1080 88
Future Volume (veh/h) 30 17 77 2 7 3 104 1095 49 104 1080 88
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.94 0.99 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870
Adj Flow Rate, veh/h 33 19 32811141203 7 114 1187 63
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, %222222222222
Cap, veh/h 156 108 17 145 129 108 422 2666 1236 508 2666 1188
Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.09 1.00 1.00 0.04 0.75 0.75
Sat Flow, veh/h 1389 1562 247 1374 1870 1564 1781 3554 1648 1853 3554 1584
Grp Volume(v), veh/h 33 0 22 2 8 1 114 1203 7 114 1187 63
Grp Sat Flow(s),veh/h/ln 1389 0 1809 1374 1870 1564 1781 1777 1648 1853 1777 1584
Q Serve(g_s), s 2.5 0.0 1.3 0.2 0.4 0.1 1.6 0.0 0.0 1.5 13.8 1.1
Cycle Q Clear(g_c), s 2.9 0.0 1.3 1.4 0.4 0.1 1.6 0.0 0.0 1.5 13.8 1.1
Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 156 0 125 145 129 108 422 2666 1236 508 2666 1188
V/C Ratio(X) 0.21 0.00 0.18 0.01 0.06 0.01 0.27 0.45 0.01 0.22 0.45 0.05
Avail Cap(c_a), veh/h 439 0 493 424 510 427 457 2666 1236 762 2666 1188
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00
Uniform Delay (d), s/veh 49.2 0.0 48.2 48.9 47.9 47.7 3.5 0.0 0.0 2.5 5.2 3.6
Incr Delay (d2), s/veh 0.7 0.0 0.7 0.0 0.2 0.0 0.1 0.2 0.0 0.2 0.5 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 0.9 0.0 0.6 0.1 0.2 0.0 0.3 0.1 0.0 0.4 4.0 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.9 0.0 48.9 48.9 48.1 47.7 3.6 0.2 0.0 2.7 5.7 3.7
LnGrp LOS D A DDDD AAAAAA
Approach Vol, veh/h 55 11 1324 1364
Approach Delay, s/veh 49.5 48.2 0.5 5.4
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.9 88.5 12.6 8.9 88.5 12.6
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 6.0 57.0 29.0 19.0 44.0 29.0
Max Q Clear Time (g_c+I1), s 3.6 15.8 4.9 3.5 2.0 3.4
Green Ext Time (p_c), s 0.1 11.0 0.2 0.2 10.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 4.1
HCM 6th LOS A
Timing Report, Sorted By Phase Short Total AM
179: Ziegler & Council Tree/Broadcom No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st am no connection.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 11 64 35 24 51 35
Maximum Split (%) 10.0% 58.2% 31.8% 21.8% 46.4% 31.8%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 16 22 18 22
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 40 51 5 40 64 5
End Time (s) 51 5 40 64 5 40
Yield/Force Off (s) 46 108 34 59 108 34
Yield/Force Off 170(s) 46 92 12 59 90 12
Local Start Time (s) 42 53 7 42 66 7
Local Yield (s) 48 0 36 61 0 36
Local Yield 170(s) 48 94 14 61 92 14
Intersection Summary
Cycle Length 110
Control Type Actuated-Coordinated
Natural Cycle 80
Offset: 108 (98%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow
Splits and Phases: 179: Ziegler & Council Tree/Broadcom
Queues Short Total AM
179: Ziegler & Council Tree/Broadcom No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st am no connection.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 33 104 2 8 3 114 1203 54 114 1187 97
v/c Ratio 0.20 0.40 0.02 0.04 0.01 0.30 0.52 0.05 0.27 0.51 0.09
Control Delay 43.0 16.3 36.0 37.3 0.0 4.6 12.3 2.2 5.2 11.0 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 43.0 16.3 36.0 37.3 0.0 4.6 12.3 2.2 5.2 11.0 2.4
Queue Length 50th (ft) 22 13 15042871101700
Queue Length 95th (ft) 43 52 7 17 0 m41 m426 m4 49 380 25
Internal Link Dist (ft) 846 1057 1077 4040
Turn Bay Length (ft) 150 40 420 340 400 400
Base Capacity (vph) 382 498 312 508 532 377 2304 1144 612 2329 1094
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.09 0.21 0.01 0.02 0.01 0.30 0.52 0.05 0.19 0.51 0.09
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th Signalized Intersection Summary Short Total PM
179: Ziegler & Council Tree/Broadcom No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st pm no connection.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 180 30 277 60 45 123 288 1144 11 38 1282 96
Future Volume (veh/h) 180 30 277 60 45 123 288 1144 11 38 1282 96
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870
Adj Flow Rate, veh/h 200 33 171 67 50 17 320 1271 1 42 1424 45
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, %222222222222
Cap, veh/h 298 53 274 159 383 322 359 2304 1069 263 2009 896
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.04 0.21 0.21 0.03 0.57 0.57
Sat Flow, veh/h 1326 258 1338 1173 1870 1573 1781 3554 1648 1853 3554 1585
Grp Volume(v), veh/h 200 0 204 67 50 17 320 1271 1 42 1424 45
Grp Sat Flow(s),veh/h/ln 1326 0 1597 1173 1870 1573 1781 1777 1648 1853 1777 1585
Q Serve(g_s), s 18.9 0.0 15.1 7.2 2.8 1.1 11.9 41.4 0.1 1.2 37.8 1.7
Cycle Q Clear(g_c), s 21.7 0.0 15.1 22.3 2.8 1.1 11.9 41.4 0.1 1.2 37.8 1.7
Prop In Lane 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 298 0 327 159 383 322 359 2304 1069 263 2009 896
V/C Ratio(X) 0.67 0.00 0.62 0.42 0.13 0.05 0.89 0.55 0.00 0.16 0.71 0.05
Avail Cap(c_a), veh/h 394 0 442 244 518 436 360 2304 1069 304 2009 896
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00
Uniform Delay (d), s/veh 51.1 0.0 47.2 57.3 42.3 41.6 33.6 34.3 18.0 14.8 20.5 12.6
Incr Delay (d2), s/veh 2.8 0.0 2.0 1.8 0.2 0.1 2.9 0.1 0.0 0.3 2.1 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 6.6 0.0 6.3 2.2 1.4 0.5 11.3 19.7 0.0 0.5 15.3 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.9 0.0 49.1 59.1 42.4 41.6 36.5 34.3 18.0 15.1 22.6 12.7
LnGrp LOS D A D E DDDCBBCB
Approach Vol, veh/h 404 134 1592 1511
Approach Delay, s/veh 51.5 50.7 34.8 22.1
Approach LOS DDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 18.9 79.5 31.6 8.1 90.3 31.6
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 14.0 63.0 35.0 6.0 71.0 35.0
Max Q Clear Time (g_c+I1), s 13.9 39.8 23.7 3.2 43.4 24.3
Green Ext Time (p_c), s 0.0 7.0 1.2 0.0 6.0 0.3
Intersection Summary
HCM 6th Ctrl Delay 32.0
HCM 6th LOS C
Timing Report, Sorted By Phase Short Total PM
179: Ziegler & Council Tree/Broadcom No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st pm no connection.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 19 70 41 11 78 41
Maximum Split (%) 14.6% 53.8% 31.5% 8.5% 60.0% 31.5%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 16 22 18 22
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 86 105 45 86 97 45
End Time (s) 105 45 86 97 45 86
Yield/Force Off (s) 100 38 80 92 38 80
Yield/Force Off 170(s) 100 22 58 92 20 58
Local Start Time (s) 48 67 7 48 59 7
Local Yield (s) 62 0 42 54 0 42
Local Yield 170(s) 62 114 20 54 112 20
Intersection Summary
Cycle Length 130
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 38 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow
Splits and Phases: 179: Ziegler & Council Tree/Broadcom
Queues Short Total PM
179: Ziegler & Council Tree/Broadcom No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st pm no connection.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 200 341 67 50 137 320 1271 12 42 1424 107
v/c Ratio 0.75 0.78 1.22 0.13 0.33 0.79 0.57 0.01 0.13 0.85 0.13
Control Delay 65.4 38.0 238.4 40.6 8.1 28.7 12.0 0.9 8.5 34.6 3.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 65.4 38.0 238.4 40.6 8.1 28.7 12.0 0.9 8.5 34.6 3.4
Queue Length 50th (ft) 160 154 ~69 35 0 158 365 0 9 535 0
Queue Length 95th (ft) 227 244 #150 65 50 m#247 m357 m0 25 641 30
Internal Link Dist (ft) 963 428 1077 4040
Turn Bay Length (ft) 150 40 420 340 400 400
Base Capacity (vph) 371 551 76 515 529 404 2214 1082 336 1684 834
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.54 0.62 0.88 0.10 0.26 0.79 0.57 0.01 0.13 0.85 0.13
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th TWSC Short Total AM
11: Ziegler & Target Service Access No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st am no connection.syn
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 9 11 9 1119 1261 49
Future Vol, veh/h 9 11 9 1119 1261 49
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 10 12 10 1216 1371 53
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2026 712 1424 0 - 0
Stage 1 1398 -----
Stage 2 628 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 50 375 474 - - -
Stage 1 194 -----
Stage 2 494 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 49 375 474 - - -
Mov Cap-2 Maneuver 142 -----
Stage 1 190 -----
Stage 2 494 -----
Approach EB NB SB
HCM Control Delay, s 23.5 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 474 - 216 - -
HCM Lane V/C Ratio 0.021 - 0.101 - -
HCM Control Delay (s) 12.8 - 23.5 - -
HCM Lane LOS B - C - -
HCM 95th %tile Q(veh) 0.1 - 0.3 - -
HCM 6th TWSC Short Total PM
2: Ziegler & Target Service Access No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st pm no connection.syn
Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 29 61 13 1434 1355 105
Future Vol, veh/h 29 61 13 1434 1355 105
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 32 66 14 1559 1473 114
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2338 794 1587 0 - 0
Stage 1 1530 -----
Stage 2 808 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver ~ 31 331 410 - - -
Stage 1 165 -----
Stage 2 399 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 30 331 410 - - -
Mov Cap-2 Maneuver 115 -----
Stage 1 159 -----
Stage 2 399 -----
Approach EB NB SB
HCM Control Delay, s 37.3 0.1 0
HCM LOS E
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 410 - 206 - -
HCM Lane V/C Ratio 0.034 - 0.475 - -
HCM Control Delay (s) 14.1 - 37.3 - -
HCM Lane LOS B - E - -
HCM 95th %tile Q(veh) 0.1 - 2.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Short Total AM
8: Ziegler & Hidden Pond No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st am no connection.syn
Intersection
Int Delay, s/veh 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 130 0 88 3 0 6 52 1072 4 1 1219 87
Future Vol, veh/h 130 0 88 3 0 6 52 1072 4 1 1219 87
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - - 300 - - 100 - 300
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 141 0 96 3 0 7 57 1165 4 1 1325 95
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2024 2610 663 1946 2703 585 1420 0 0 1169 0 0
Stage 1 1327 1327 - 1281 1281 -------
Stage 2 697 1283 - 665 1422 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~ 34 24 404 39 21 454 475 - - 593 - -
Stage 1 164 223 - 175 235 -------
Stage 2 398 234 - 416 200 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 30 21 404 27 18 454 475 - - 593 - -
Mov Cap-2 Maneuver ~ 104 107 - 27 18 -------
Stage 1 144 223 - 154 207 -------
Stage 2 345 206 - 317 200 -------
Approach EB WB NB SB
HCM Control Delay, s 177.7 62.7 0.6 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 475 - - 104 404 72 593 - -
HCM Lane V/C Ratio 0.119 - - 1.359 0.237 0.136 0.002 - -
HCM Control Delay (s) 13.6 - - 286.7 16.7 62.7 11.1 - -
HCM Lane LOS B - - F C F B - -
HCM 95th %tile Q(veh) 0.4 - - 10 0.9 0.4 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Short Total PM
3: Ziegler & Hidden Pond No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st pm no connection.syn
Intersection
Int Delay, s/veh 61.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 180 0 83 1 0 3 98 1364 1 1 1376 128
Future Vol, veh/h 180 0 83 1 0 3 98 1364 1 1 1376 128
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - - 300 - - 100 - 300
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 196 0 90 1 0 3 107 1483 1 1 1496 139
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2454 3196 748 2448 3335 742 1635 0 0 1484 0 0
Stage 1 1498 1498 - 1698 1698 -------
Stage 2 956 1698 - 750 1637 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~ 16 10 355 16 8 358 393 - - 449 - -
Stage 1 ~ 128 184 - 96 146 -------
Stage 2 277 146 - 369 157 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 12 7 355 9 6 358 393 - - 449 - -
Mov Cap-2 Maneuver ~ 63 64 - 9 6 -------
Stage 1 ~ 93 184 - 70 106 -------
Stage 2 200 106 - 275 157 -------
Approach EB WB NB SB
HCM Control Delay, s$ 750.2 130 1.2 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 393 - - 63 355 33 449 - -
HCM Lane V/C Ratio 0.271 - - 3.106 0.254 0.132 0.002 - -
HCM Control Delay (s) 17.5 - -$ 1087.5 18.6 130 13 - -
HCM Lane LOS C - - F C F B - -
HCM 95th %tile Q(veh) 1.1 - - 20.2 1 0.4 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Short Total AM
5: Ziegler & Paddington/Grand Teton No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st am no connection.syn
Intersection
Int Delay, s/veh 5.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 0 72 16 0 15 45 1153 10 5 1219 2
Future Vol, veh/h 2 0 72 16 0 15 45 1153 10 5 1219 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 0 85 19 0 18 53 1356 12 6 1434 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2231 2921 718 2197 2916 684 1436 0 0 1368 0 0
Stage 1 1447 1447 - 1468 1468 -------
Stage 2 784 1474 - 729 1448 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 24 15 371 25 15 391 469 - - 498 - -
Stage 1 138 195 - 134 190 -------
Stage 2 352 189 - 380 195 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 21 13 371 ~ 17 13 391 469 - - 498 - -
Mov Cap-2 Maneuver 21 13 - ~ 17 13 -------
Stage 1 122 193 - 119 169 -------
Stage 2 298 168 - 290 193 -------
Approach EB WB NB SB
HCM Control Delay, s 26.1 $ 391.2 0.5 0.1
HCM LOS D F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 469 - - 256 32 498 - -
HCM Lane V/C Ratio 0.113 - - 0.34 1.14 0.012 - -
HCM Control Delay (s) 13.7 - - 26.1$ 391.2 12.3 - -
HCM Lane LOS B - - D F B - -
HCM 95th %tile Q(veh) 0.4 - - 1.4 4 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Short Total PM
6: Ziegler & Paddington/Grand Teton No Connection to Paddington
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
st pm no connection.syn
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 0 71 6 0 12 90 1441 16 15 1428 8
Future Vol, veh/h 2 0 71 6 0 12 90 1441 16 15 1428 8
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--300--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 0 79 7 0 13 100 1601 18 17 1587 9
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2627 3445 798 2638 3440 810 1596 0 0 1619 0 0
Stage 1 1626 1626 - 1810 1810 -------
Stage 2 1001 1819 - 828 1630 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 12 7 329 11 7 323 407 - - 398 - -
Stage 1 106 159 - 81 129 -------
Stage 2 260 127 - 332 158 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 9 5 329 7 5 323 407 - - 398 - -
Mov Cap-2 Maneuver 9 5 - 7 5 -------
Stage 1 80 152 - 61 97 -------
Stage 2 188 96 - 242 151 -------
Approach EB WB NB SB
HCM Control Delay, s 45.4 $ 469.6 1 0.1
HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 407 - - 167 20 398 - -
HCM Lane V/C Ratio 0.246 - - 0.486 1 0.042 - -
HCM Control Delay (s) 16.7 - - 45.4$ 469.6 14.4 - -
HCM Lane LOS C - - E F B - -
HCM 95th %tile Q(veh) 1 - - 2.3 2.7 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Short Total AM
4: Corbett & Target Service Access
11/27/2023 Synchro 11 Light Report
st am corbett.syn
Intersection
Int Delay, s/veh 1.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 5 70 8 3 92
Future Vol, veh/h 30 5 70 8 3 92
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 2 22222
Mvmt Flow 33 5 77 9 3 101
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 189 82 0 0 86 0
Stage 1 82 -----
Stage 2 107 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 800 978 - - 1510 -
Stage 1 941 -----
Stage 2 917 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 798 978 - - 1510 -
Mov Cap-2 Maneuver 798 -----
Stage 1 941 -----
Stage 2 915 -----
Approach WB NB SB
HCM Control Delay, s 9.6 0 0.2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 820 1510 -
HCM Lane V/C Ratio - - 0.047 0.002 -
HCM Control Delay (s) - - 9.6 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC Short Total PM
4: Corbett & Target Service Access
11/06/2023 Synchro 11 Light Report
st pm corbett.syn
Intersection
Int Delay, s/veh 1.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 38 13 148 25 4 71
Future Vol, veh/h 38 13 148 25 4 71
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 45 15 174 29 5 84
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 283 189 0 0 203 0
Stage 1 189 -----
Stage 2 94 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 707 853 - - 1369 -
Stage 1 843 -----
Stage 2 930 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 704 853 - - 1369 -
Mov Cap-2 Maneuver 704 -----
Stage 1 843 -----
Stage 2 926 -----
Approach WB NB SB
HCM Control Delay, s 10.3 0 0.4
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 737 1369 -
HCM Lane V/C Ratio - - 0.081 0.003 -
HCM Control Delay (s) - - 10.3 7.6 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -
HCM 6th TWSC Short Total AM
6: Corbett & Lowes Service Access/Site Access
11/27/2023 Synchro 11 Light Report
st am corbett.syn
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 5 73 0 0 1 16 58 7 17 0
Future Vol, veh/h 0 0 5 73 0 0 1 16 58 7 17 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 91 85 91 91 91 85 85 91 91 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 6 80 0 0 1 19 64 8 20 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 89 121 20 92 89 51 20 0 0 83 0 0
Stage 1 36 36 - 53 53 -------
Stage 2 53 85 - 39 36 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - -
Pot Cap-1 Maneuver 896 769 1058 892 801 1017 1596 - - 1514 - -
Stage 1 980 865 - 960 851 -------
Stage 2 960 824 - 976 865 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 892 764 1058 883 796 1017 1596 - - 1514 - -
Mov Cap-2 Maneuver 892 764 - 883 796 -------
Stage 1 979 861 - 959 850 -------
Stage 2 959 823 - 966 861 -------
Approach EB WB NB SB
HCM Control Delay, s 8.4 9.5 0.1 2.1
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1596 - - 1058 883 1514 - -
HCM Lane V/C Ratio 0.001 - - 0.006 0.091 0.005 - -
HCM Control Delay (s) 7.3 0 - 8.4 9.5 7.4 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - -
HCM 6th TWSC Short Total PM
6: Corbett & Lowes Service Access/Site Access
11/06/2023 Synchro 11 Light Report
st pm corbett.syn
Intersection
Int Delay, s/veh 2.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 3 59 0 0 2 29 130 6 13 0
Future Vol, veh/h 0 0 3 59 0 0 2 29 130 6 13 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 90 85 90 90 90 85 85 90 90 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 4 66 0 0 2 34 144 7 15 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 139 211 15 141 139 106 15 0 0 178 0 0
Stage 1 29 29 - 110 110 -------
Stage 2 110 182 - 31 29 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - -
Pot Cap-1 Maneuver 831 686 1065 829 752 948 1603 - - 1398 - -
Stage 1 988 871 - 895 804 -------
Stage 2 895 749 - 986 871 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 827 682 1065 822 747 948 1603 - - 1398 - -
Mov Cap-2 Maneuver 827 682 - 822 747 -------
Stage 1 987 867 - 894 803 -------
Stage 2 894 748 - 978 867 -------
Approach EB WB NB SB
HCM Control Delay, s 8.4 9.8 0.1 2.3
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1603 - - 1065 822 1398 - -
HCM Lane V/C Ratio 0.001 - - 0.003 0.08 0.005 - -
HCM Control Delay (s) 7.2 0 - 8.4 9.8 7.6 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - -
APPENDIX H
HCM 6th Signalized Intersection Summary Long Total AM
179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 40 20 85 5 10 5 115 1445 55 115 1380 95
Future Volume (veh/h) 40 20 85 5 10 5 115 1445 55 115 1380 95
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870
Adj Flow Rate, veh/h 42 21 4 5 11 1 121 1521 42 121 1453 74
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, %222222222222
Cap, veh/h 140 109 21 129 134 112 331 2825 1310 381 2823 1258
Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.07 1.00 1.00 0.03 0.79 0.79
Sat Flow, veh/h 1386 1511 288 1371 1870 1565 1781 3554 1648 1853 3554 1584
Grp Volume(v), veh/h 42 0 25 5 11 1 121 1521 42 121 1453 74
Grp Sat Flow(s),veh/h/ln 1386 0 1799 1371 1870 1565 1781 1777 1648 1853 1777 1584
Q Serve(g_s), s 4.4 0.0 2.0 0.5 0.8 0.1 2.0 0.0 0.0 1.8 21.3 1.5
Cycle Q Clear(g_c), s 5.2 0.0 2.0 2.5 0.8 0.1 2.0 0.0 0.0 1.8 21.3 1.5
Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 140 0 129 129 134 112 331 2825 1310 381 2823 1258
V/C Ratio(X) 0.30 0.00 0.19 0.04 0.08 0.01 0.37 0.54 0.03 0.32 0.51 0.06
Avail Cap(c_a), veh/h 327 0 372 313 387 323 413 2825 1310 444 2823 1258
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.27 0.27 0.27 1.00 1.00 1.00
Uniform Delay (d), s/veh 67.4 0.0 65.5 66.7 65.0 64.6 4.5 0.0 0.0 2.4 5.4 3.3
Incr Delay (d2), s/veh 1.2 0.0 0.7 0.1 0.3 0.0 0.2 0.2 0.0 0.5 0.7 0.1
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 1.6 0.0 0.9 0.2 0.4 0.0 0.5 0.1 0.0 0.5 6.7 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.6 0.0 66.2 66.8 65.2 64.7 4.7 0.2 0.0 2.9 6.0 3.4
LnGrp LOS EAEEEEAAAAAA
Approach Vol, veh/h 67 17 1684 1648
Approach Delay, s/veh 67.7 65.7 0.5 5.7
Approach LOS EEAA
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.1 125.1 15.8 9.0 125.2 15.8
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 11.0 91.0 30.0 9.0 93.0 30.0
Max Q Clear Time (g_c+I1), s 4.0 23.3 7.2 3.8 2.0 4.5
Green Ext Time (p_c), s 0.1 16.8 0.2 0.1 18.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 4.7
HCM 6th LOS A
Timing Report, Sorted By Phase Long Total AM
179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 16 98 36 14 100 36
Maximum Split (%) 10.7% 65.3% 24.0% 9.3% 66.7% 24.0%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 16 22 18 22
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 46 62 10 46 60 10
End Time (s) 62 10 46 60 10 46
Yield/Force Off (s) 57 3 40 55 3 40
Yield/Force Off 170(s) 57 137 18 55 135 18
Local Start Time (s) 43 59 7 43 57 7
Local Yield (s) 54 0 37 52 0 37
Local Yield 170(s) 54 134 15 52 132 15
Intersection Summary
Cycle Length 150
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 3 (2%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow
Splits and Phases: 179: Ziegler & Council Tree/Broadcom
Queues Long Total AM
179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 42 110 5 11 5 121 1521 58 121 1453 100
v/c Ratio 0.33 0.48 0.06 0.06 0.02 0.39 0.59 0.05 0.37 0.57 0.08
Control Delay 66.9 23.3 57.4 57.3 0.2 6.6 9.5 2.4 8.2 14.9 5.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.9 23.3 57.4 57.3 0.2 6.6 9.5 2.4 8.2 14.9 5.1
Queue Length 50th (ft) 40 20 5 10 0 6 214 0 13 272 0
Queue Length 95th (ft) 72 73 17 27 0 m34 m524 m3 93 626 m54
Internal Link Dist (ft) 846 1057 1077 4040
Turn Bay Length (ft) 150 40 420 340 400 400
Base Capacity (vph) 288 401 183 385 378 349 2577 1247 352 2570 1197
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.15 0.27 0.03 0.03 0.01 0.35 0.59 0.05 0.34 0.57 0.08
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th Signalized Intersection Summary Long Total PM
179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 220 35 300 65 50 135 310 1440 15 40 1680 105
Future Volume (veh/h) 220 35 300 65 50 135 310 1440 15 40 1680 105
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870
Adj Flow Rate, veh/h 224 36 152 66 51 48 316 1469 1 41 1714 58
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, %222222222222
Cap, veh/h 295 65 276 177 399 337 339 2338 1084 303 1918 855
Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.20 0.88 0.88 0.03 0.54 0.54
Sat Flow, veh/h 1292 306 1291 1193 1870 1578 1781 3554 1648 1853 3554 1584
Grp Volume(v), veh/h 224 0 188 66 51 48 316 1469 1 41 1714 58
Grp Sat Flow(s),veh/h/ln 1292 0 1597 1193 1870 1578 1781 1777 1648 1853 1777 1584
Q Serve(g_s), s 25.4 0.0 15.7 7.8 3.3 3.7 19.5 17.2 0.0 1.5 64.3 2.6
Cycle Q Clear(g_c), s 28.8 0.0 15.7 23.6 3.3 3.7 19.5 17.2 0.0 1.5 64.3 2.6
Prop In Lane 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 295 0 341 177 399 337 339 2338 1084 303 1918 855
V/C Ratio(X) 0.76 0.00 0.55 0.37 0.13 0.14 0.93 0.63 0.00 0.14 0.89 0.07
Avail Cap(c_a), veh/h 304 0 351 185 411 347 339 2338 1084 337 1918 855
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00
Uniform Delay (d), s/veh 59.3 0.0 52.6 63.1 47.7 47.8 45.1 4.3 3.2 14.3 30.7 16.5
Incr Delay (d2), s/veh 10.3 0.0 1.7 1.3 0.1 0.2 5.0 0.1 0.0 0.2 6.9 0.2
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 9.3 0.0 6.6 2.5 1.6 1.5 11.5 3.5 0.0 0.6 28.0 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.6 0.0 54.3 64.4 47.8 48.0 50.1 4.4 3.2 14.5 37.6 16.6
LnGrp LOS E A D E D D D A A B D B
Approach Vol, veh/h 412 165 1786 1813
Approach Delay, s/veh 62.6 54.5 12.5 36.4
Approach LOS E D B D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 26.0 87.0 37.0 8.3 104.7 37.0
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 21.0 79.0 32.0 6.0 94.0 32.0
Max Q Clear Time (g_c+I1), s 21.5 66.3 30.8 3.5 19.2 25.6
Green Ext Time (p_c), s 0.0 9.2 0.3 0.0 16.8 0.3
Intersection Summary
HCM 6th Ctrl Delay 29.5
HCM 6th LOS C
Timing Report, Sorted By Phase Long Total PM
179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 26 86 38 11 101 38
Maximum Split (%) 17.3% 57.3% 25.3% 7.3% 67.3% 25.3%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s) 7 7 7 7
Flash Dont Walk (s) 16 22 18 22
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 115 141 77 115 126 77
End Time (s) 141 77 115 126 77 115
Yield/Force Off (s) 136 70 109 121 70 109
Yield/Force Off 170(s) 136 54 87 121 52 87
Local Start Time (s) 45 71 7 45 56 7
Local Yield (s) 66 0 39 51 0 39
Local Yield 170(s) 66 134 17 51 132 17
Intersection Summary
Cycle Length 150
Control Type Actuated-Coordinated
Natural Cycle 120
Offset: 70 (47%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow
Splits and Phases: 179: Ziegler & Council Tree/Broadcom
Queues Long Total PM
179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 224 342 66 51 138 316 1469 15 41 1714 107
v/c Ratio 0.77 0.70 1.02 0.13 0.32 0.99 0.66 0.01 0.16 0.94 0.12
Control Delay 73.6 30.7 174.7 48.1 14.2 77.6 14.8 0.0 4.8 28.8 0.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 73.6 30.7 174.7 48.1 14.2 77.6 14.8 0.0 4.8 28.8 0.7
Queue Length 50th (ft) 207 135 65 40 19 ~242 512 0 6 808 6
Queue Length 95th (ft) #330 254 #172 80 80 m#293 m476 m0 m5 #840 m1
Internal Link Dist (ft) 846 1057 1077 4040
Turn Bay Length (ft) 150 40 420 340 400 400
Base Capacity (vph) 296 498 66 409 437 318 2231 1087 255 1824 881
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.76 0.69 1.00 0.12 0.32 0.99 0.66 0.01 0.16 0.94 0.12
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th TWSC Long Total AM
11: Ziegler & Target Service Access Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 10 10 1480 1580 50
Future Vol, veh/h 0 10 10 1480 1580 50
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 0 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 0 11 11 1558 1663 53
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 858 1716 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 300 365 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 300 365 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 17.4 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 365 - 300 - -
HCM Lane V/C Ratio 0.029 - 0.035 - -
HCM Control Delay (s) 15.2 - 17.4 - -
HCM Lane LOS C - C - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
HCM 6th TWSC Long Total PM
11: Ziegler & Target Service Access Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 60 15 1780 1765 105
Future Vol, veh/h 0 60 15 1780 1765 105
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 250 - - -
Veh in Median Storage, # 1 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 2 22222
Mvmt Flow 0 61 15 1816 1801 107
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 954 1908 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 259 307 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 259 307 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 23.2 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 307 - 259 - -
HCM Lane V/C Ratio 0.05 - 0.236 - -
HCM Control Delay (s) 17.3 - 23.2 - -
HCM Lane LOS C - C - -
HCM 95th %tile Q(veh) 0.2 - 0.9 - -
HCM 6th TWSC Long Total AM
8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 0 90 5 0 5 55 1420 5 5 1535 70
Future Vol, veh/h 30 0 90 5 0 5 55 1420 5 5 1535 70
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - - 300 - - 100 - 300
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 32 0 95 5 0 5 58 1495 5 5 1616 74
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2490 3242 808 2432 3314 750 1690 0 0 1500 0 0
Stage 1 1626 1626 - 1614 1614 -------
Stage 2 864 1616 - 818 1700 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~ 15 9 324 16 8 354 374 - - 443 - -
Stage 1 106 159 - 108 161 -------
Stage 2 315 161 - 336 146 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 13 8 324 10 7 354 374 - - 443 - -
Mov Cap-2 Maneuver 65 69 - 10 7 -------
Stage 1 90 157 - 91 136 -------
Stage 2 262 136 - 235 144 -------
Approach EB WB NB SB
HCM Control Delay, s 41.6 $ 333.5 0.6 0
HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 374 - - 65 324 19 443 - -
HCM Lane V/C Ratio 0.155 - - 0.486 0.292 0.554 0.012 - -
HCM Control Delay (s) 16.4 - - 104.4 20.6$ 333.5 13.2 - -
HCM Lane LOS C - - F C F B - -
HCM 95th %tile Q(veh) 0.5 - - 1.9 1.2 1.5 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Long Total PM
8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Intersection
Int Delay, s/veh 9.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 50 0 85 5 0 5 100 1675 5 5 1780 115
Future Vol, veh/h 50 0 85 5 0 5 100 1675 5 5 1780 115
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - - 300 - - 100 - 300
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 22222222222
Mvmt Flow 51 0 87 5 0 5 102 1709 5 5 1816 117
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2885 3744 908 2834 3859 857 1933 0 0 1714 0 0
Stage 1 1826 1826 - 1916 1916 -------
Stage 2 1059 1918 - 918 1943 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~ 7 4 278 8 4 301 301 - - 366 - -
Stage 1 80 126 - 70 114 -------
Stage 2 240 114 - 292 110 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 5 3 278 ~ 4 3 301 301 - - 366 - -
Mov Cap-2 Maneuver ~ 38 42 - ~ 4 3 -------
Stage 1 53 124 - 46 75 -------
Stage 2 156 75 - 198 108 -------
Approach EB WB NB SB
HCM Control Delay, s 173.5 $ 1029 1.3 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 301 - - 38 278 8 366 - -
HCM Lane V/C Ratio 0.339 - - 1.343 0.312 1.276 0.014 - -
HCM Control Delay (s) 23 - -$ 428.2 23.7$ 1029 15 - -
HCM Lane LOS C - - F C F B - -
HCM 95th %tile Q(veh) 1.5 - - 5.3 1.3 2.1 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th Signalized Intersection Summary Long Total AM
5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 120 0 55 30 0 15 35 1410 10 5 1525 5
Future Volume (veh/h) 120 0 55 30 0 15 35 1410 10 5 1525 5
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 126 0 1 32 0 1 37 1484 11 5 1605 5
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, %222222222222
Cap, veh/h 204 0 1 223 1 6 280 2827 21 338 2783 9
Arrive On Green 0.11 0.00 0.11 0.11 0.00 0.11 0.06 1.00 1.00 0.01 0.77 0.77
Sat Flow, veh/h 1463 0 12 1646 7 52 1781 3616 27 1781 3634 11
Grp Volume(v), veh/h 127 0 0 33 0 0 37 729 766 5 785 825
Grp Sat Flow(s),veh/h/ln 1475 0 0 1705 0 0 1781 1777 1866 1781 1777 1868
Q Serve(g_s), s 10.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.1 27.8 27.8
Cycle Q Clear(g_c), s 12.5 0.0 0.0 2.5 0.0 0.0 0.6 0.0 0.0 0.1 27.8 27.8
Prop In Lane 0.99 0.01 0.97 0.03 1.00 0.01 1.00 0.01
Lane Grp Cap(c), veh/h 205 0 0 229 0 0 280 1389 1458 338 1361 1431
V/C Ratio(X) 0.62 0.00 0.00 0.14 0.00 0.00 0.13 0.52 0.53 0.01 0.58 0.58
Avail Cap(c_a), veh/h 356 0 0 381 0 0 314 1389 1458 400 1361 1431
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 65.2 0.0 0.0 61.0 0.0 0.0 6.0 0.0 0.0 3.7 7.4 7.4
Incr Delay (d2), s/veh 3.0 0.0 0.0 0.3 0.0 0.0 0.2 1.4 1.4 0.0 1.8 1.7
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 4.9 0.0 0.0 1.2 0.0 0.0 0.2 0.5 0.5 0.0 9.7 10.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.2 0.0 0.0 61.3 0.0 0.0 6.2 1.4 1.4 3.7 9.2 9.1
LnGrp LOS EAAEAAAAAAAA
Approach Vol, veh/h 127 33 1532 1615
Approach Delay, s/veh 68.2 61.3 1.5 9.1
Approach LOS EEAA
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.1 120.9 21.0 5.8 123.3 21.0
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 6.0 95.0 31.0 6.0 95.0 31.0
Max Q Clear Time (g_c+I1), s 2.6 29.8 14.5 2.1 2.0 4.5
Green Ext Time (p_c), s 0.0 17.8 0.5 0.0 15.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 8.4
HCM 6th LOS A
Timing Report, Sorted By Phase Long Total AM
5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 11 102 37 11 102 37
Maximum Split (%) 7.3% 68.0% 24.7% 7.3% 68.0% 24.7%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s)
Flash Dont Walk (s)
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 37 48 0 37 48 0
End Time (s) 48 0 37 48 0 37
Yield/Force Off (s) 43 143 31 43 143 31
Yield/Force Off 170(s) 43 143 31 43 143 31
Local Start Time (s) 37 48 0 37 48 0
Local Yield (s) 43 143 31 43 143 31
Local Yield 170(s) 43 143 31 43 143 31
Intersection Summary
Cycle Length 150
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red
Splits and Phases: 5: Ziegler & Paddington/Grand Teton
Queues Long Total AM
5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am paddington.syn
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 184 48 37 1495 5 1610
v/c Ratio 0.77 0.20 0.16 0.54 0.02 0.62
Control Delay 59.7 7.8 6.5 10.9 4.4 12.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.7 7.8 6.5 10.9 4.4 12.5
Queue Length 50th (ft) 115 0 10 364 1 386
Queue Length 95th (ft) 192 24 m23 345 5 577
Internal Link Dist (ft) 307 269 330 2371
Turn Bay Length (ft) 200 200
Base Capacity (vph) 350 342 238 2761 280 2600
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.53 0.14 0.16 0.54 0.02 0.62
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th Signalized Intersection Summary Long Total PM
5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 145 0 55 20 0 15 70 1645 15 15 1825 10
Future Volume (veh/h) 145 0 55 20 0 15 70 1645 15 15 1825 10
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 148 0 1 20 0 1 71 1679 15 15 1862 10
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, %222222222222
Cap, veh/h 225 0 1 248 1 10 221 2734 24 240 2699 14
Arrive On Green 0.12 0.00 0.12 0.12 0.00 0.12 0.03 0.76 0.76 0.02 0.74 0.74
Sat Flow, veh/h 1438 0 10 1626 10 82 1781 3609 32 1781 3624 19
Grp Volume(v), veh/h 149 0 0 21 0 0 71 826 868 15 912 960
Grp Sat Flow(s),veh/h/ln 1448 0 0 1717 0 0 1781 1777 1865 1781 1777 1867
Q Serve(g_s), s 13.4 0.0 0.0 0.0 0.0 0.0 1.4 31.6 31.7 0.3 40.4 40.5
Cycle Q Clear(g_c), s 15.0 0.0 0.0 1.6 0.0 0.0 1.4 31.6 31.7 0.3 40.4 40.5
Prop In Lane 0.99 0.01 0.95 0.05 1.00 0.02 1.00 0.01
Lane Grp Cap(c), veh/h 227 0 0 259 0 0 221 1346 1412 240 1323 1390
V/C Ratio(X) 0.66 0.00 0.00 0.08 0.00 0.00 0.32 0.61 0.61 0.06 0.69 0.69
Avail Cap(c_a), veh/h 335 0 0 368 0 0 271 1346 1412 290 1323 1390
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 64.0 0.0 0.0 58.3 0.0 0.0 11.6 8.2 8.3 7.3 10.1 10.1
Incr Delay (d2), s/veh 3.2 0.0 0.0 0.1 0.0 0.0 0.8 2.1 2.0 0.1 3.0 2.8
Initial Q Delay(d3),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
%ile BackOfQ(50%),veh/ln 5.8 0.0 0.0 0.7 0.0 0.0 0.8 11.2 11.8 0.1 14.8 15.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 0.0 0.0 58.4 0.0 0.0 12.5 10.3 10.3 7.4 13.0 12.9
LnGrp LOS EAAEAABBBABB
Approach Vol, veh/h 149 21 1765 1887
Approach Delay, s/veh 67.3 58.4 10.4 12.9
Approach LOS EEBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.8 117.7 23.5 6.9 119.6 23.5
Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0
Max Green Setting (Gmax), s 8.0 95.0 29.0 6.0 97.0 29.0
Max Q Clear Time (g_c+I1), s 3.4 42.5 17.0 2.3 33.7 3.6
Green Ext Time (p_c), s 0.0 23.4 0.5 0.0 19.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B
Timing Report, Sorted By Phase Long Total PM
5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Phase Number 124568
Movement NBL SBTL EBTL SBL NBTL WBTL
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize
Recall Mode None C-Max None None C-Max None
Maximum Split (s) 13 102 35 11 104 35
Maximum Split (%) 8.7% 68.0% 23.3% 7.3% 69.3% 23.3%
Minimum Split (s) 11 30 35 11 32 35
Yellow Time (s) 5 4.5 3 5 4.5 3
All-Red Time (s) 0 2.5 3 0 2.5 3
Minimum Initial (s)474474
Vehicle Extension (s)333333
Minimum Gap (s)333333
Time Before Reduce (s)000000
Time To Reduce (s)000000
Walk Time (s)
Flash Dont Walk (s)
Dual Entry No Yes Yes No Yes Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 35 48 0 35 46 0
End Time (s) 48 0 35 46 0 35
Yield/Force Off (s) 43 143 29 41 143 29
Yield/Force Off 170(s) 43 143 29 41 143 29
Local Start Time (s) 35 48 0 35 46 0
Local Yield (s) 43 143 29 41 143 29
Local Yield 170(s) 43 143 29 41 143 29
Intersection Summary
Cycle Length 150
Control Type Actuated-Coordinated
Natural Cycle 100
Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red
Splits and Phases: 5: Ziegler & Paddington/Grand Teton
Queues Long Total PM
5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm paddington.syn
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 204 35 71 1694 15 1872
v/c Ratio 0.79 0.13 0.40 0.64 0.07 0.75
Control Delay 62.0 2.9 11.9 20.6 5.1 17.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.0 2.9 11.9 20.6 5.1 17.9
Queue Length 50th (ft) 134 0 19 640 3 562
Queue Length 95th (ft) 217 8 m36 835 10 806
Internal Link Dist (ft) 307 269 330 2371
Turn Bay Length (ft) 200 200
Base Capacity (vph) 335 344 191 2665 221 2485
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.61 0.10 0.37 0.64 0.07 0.75
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.
HCM 6th TWSC Long Total AM
4: Corbett & Target Service Access
11/30/2023 Synchro 11 Light Report
lt am corbett.syn
Intersection
Int Delay, s/veh 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 10 70 5 5 90
Future Vol, veh/h 30 10 70 5 5 90
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 2 22222
Mvmt Flow 33 11 77 5 5 99
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 189 80 0 0 82 0
Stage 1 80 -----
Stage 2 109 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 800 980 - - 1515 -
Stage 1 943 -----
Stage 2 916 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 798 980 - - 1515 -
Mov Cap-2 Maneuver 798 -----
Stage 1 943 -----
Stage 2 913 -----
Approach WB NB SB
HCM Control Delay, s 9.5 0 0.4
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 837 1515 -
HCM Lane V/C Ratio - - 0.053 0.004 -
HCM Control Delay (s) - - 9.5 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.2 0 -
HCM 6th TWSC Long Total PM
4: Corbett & Target Service Access
11/30/2023 Synchro 11 Light Report
lt pm corbett.syn
Intersection
Int Delay, s/veh 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 40 15 155 15 5 75
Future Vol, veh/h 40 15 155 15 5 75
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 47 18 182 18 6 88
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 291 191 0 0 200 0
Stage 1 191 -----
Stage 2 100 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 700 851 - - 1372 -
Stage 1 841 -----
Stage 2 924 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 697 851 - - 1372 -
Mov Cap-2 Maneuver 697 -----
Stage 1 841 -----
Stage 2 919 -----
Approach WB NB SB
HCM Control Delay, s 10.4 0 0.5
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 733 1372 -
HCM Lane V/C Ratio - - 0.088 0.004 -
HCM Control Delay (s) - - 10.4 7.6 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -
HCM 6th TWSC Long Total AM
6: Corbett & Lowes Service Access/Site Access
11/30/2023 Synchro 11 Light Report
lt am corbett.syn
Intersection
Int Delay, s/veh 4.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 5 75 0 0 5 15 60 10 15 0
Future Vol, veh/h 0 0 5 75 0 0 5 15 60 10 15 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 91 85 91 91 91 85 85 91 91 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 6 82 0 0 6 18 66 11 18 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 103 136 18 106 103 51 18 0 0 84 0 0
Stage 1 40 40 - 63 63 -------
Stage 2 63 96 - 43 40 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - -
Pot Cap-1 Maneuver 877 755 1061 873 787 1017 1599 - - 1513 - -
Stage 1 975 862 - 948 842 -------
Stage 2 948 815 - 971 862 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 870 747 1061 861 778 1017 1599 - - 1513 - -
Mov Cap-2 Maneuver 870 747 - 861 778 -------
Stage 1 971 856 - 944 839 -------
Stage 2 944 812 - 959 856 -------
Approach EB WB NB SB
HCM Control Delay, s 8.4 9.6 0.5 2.8
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1599 - - 1061 861 1513 - -
HCM Lane V/C Ratio 0.004 - - 0.006 0.096 0.007 - -
HCM Control Delay (s) 7.3 0 - 8.4 9.6 7.4 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - -
HCM 6th TWSC Long Total PM
6: Corbett & Lowes Service Access/Site Access
11/30/2023 Synchro 11 Light Report
lt pm corbett.syn
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 5 60 0 0 5 30 135 5 15 0
Future Vol, veh/h 0 0 5 60 0 0 5 30 135 5 15 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 90 85 90 90 90 85 85 90 90 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 6 67 0 0 6 35 150 6 18 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 152 227 18 155 152 110 18 0 0 185 0 0
Stage 1 30 30 - 122 122 -------
Stage 2 122 197 - 33 30 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - -
Pot Cap-1 Maneuver 815 672 1061 812 740 943 1599 - - 1390 - -
Stage 1 987 870 - 882 795 -------
Stage 2 882 738 - 983 870 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 810 667 1061 802 734 943 1599 - - 1390 - -
Mov Cap-2 Maneuver 810 667 - 802 734 -------
Stage 1 983 867 - 878 792 -------
Stage 2 878 735 - 974 867 -------
Approach EB WB NB SB
HCM Control Delay, s 8.4 9.9 0.2 1.8
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1599 - - 1061 802 1390 - -
HCM Lane V/C Ratio 0.004 - - 0.006 0.083 0.004 - -
HCM Control Delay (s) 7.3 0 - 8.4 9.9 7.6 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - -
APPENDIX H
HCM 6th TWSC Long Total AM
8: Ziegler & Hidden Pond No Signal
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am no signal.syn
Intersection
Int Delay, s/veh 12.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 90 0 90 5 0 5 55 1420 5 5 1535 70
Future Vol, veh/h 90 0 90 5 0 5 55 1420 5 5 1535 70
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - - 300 - - 100 - 300
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 95 0 95 5 0 5 58 1495 5 5 1616 74
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2490 3242 808 2432 3314 750 1690 0 0 1500 0 0
Stage 1 1626 1626 - 1614 1614 -------
Stage 2 864 1616 - 818 1700 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~ 15 9 324 16 8 354 374 - - 443 - -
Stage 1 106 159 - 108 161 -------
Stage 2 315 161 - 336 146 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 13 8 324 10 7 354 374 - - 443 - -
Mov Cap-2 Maneuver ~ 65 69 - 10 7 -------
Stage 1 ~ 90 157 - 91 136 -------
Stage 2 262 136 - 235 144 -------
Approach EB WB NB SB
HCM Control Delay, s 200.2 $ 333.5 0.6 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 374 - - 65 324 19 443 - -
HCM Lane V/C Ratio 0.155 - - 1.457 0.292 0.554 0.012 - -
HCM Control Delay (s) 16.4 - -$ 379.9 20.6$ 333.5 13.2 - -
HCM Lane LOS C - - F C F B - -
HCM 95th %tile Q(veh) 0.5 - - 8.1 1.2 1.5 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Long Total PM
8: Ziegler & Hidden Pond No Signal
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm no signal.syn
Intersection
Int Delay, s/veh 48.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 130 0 85 5 0 5 100 1675 5 5 1780 115
Future Vol, veh/h 130 0 85 5 0 5 100 1675 5 5 1780 115
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - - 300 - - 100 - 300
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 22222222222
Mvmt Flow 133 0 87 5 0 5 102 1709 5 5 1816 117
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2885 3744 908 2834 3859 857 1933 0 0 1714 0 0
Stage 1 1826 1826 - 1916 1916 -------
Stage 2 1059 1918 - 918 1943 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~ 7 4 278 8 4 301 301 - - 366 - -
Stage 1 ~ 80 126 - 70 114 -------
Stage 2 240 114 - 292 110 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 5 3 278 ~ 4 3 301 301 - - 366 - -
Mov Cap-2 Maneuver ~ 38 42 - ~ 4 3 -------
Stage 1 ~ 53 124 - 46 75 -------
Stage 2 156 75 - 198 108 -------
Approach EB WB NB SB
HCM Control Delay, s $ 820 $ 1029 1.3 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 301 - - 38 278 8 366 - -
HCM Lane V/C Ratio 0.339 - - 3.491 0.312 1.276 0.014 - -
HCM Control Delay (s) 23 - -$ 1340.6 23.7$ 1029 15 - -
HCM Lane LOS C - - F C F B - -
HCM 95th %tile Q(veh) 1.5 - - 15.1 1.3 2.1 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Long Total AM
5: Ziegler & Paddington/Grand Teton No Signal
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt am no signal.syn
Intersection
Int Delay, s/veh 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 55 15 0 15 35 1470 10 5 1540 5
Future Vol, veh/h 5 0 55 15 0 15 35 1470 10 5 1540 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 58 16 0 16 37 1547 11 5 1621 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2482 3266 813 2448 3263 779 1626 0 0 1558 0 0
Stage 1 1634 1634 - 1627 1627 -------
Stage 2 848 1632 - 821 1636 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 15 9 322 16 9 339 396 - - 421 - -
Stage 1 105 158 - 106 159 -------
Stage 2 322 158 - 335 157 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 13 8 322 ~ 12 8 339 396 - - 421 - -
Mov Cap-2 Maneuver 13 8 - ~ 12 8 -------
Stage 1 95 156 - 96 144 -------
Stage 2 278 143 - 272 155 -------
Approach EB WB NB SB
HCM Control Delay, s 77.2 $ 567.5 0.3 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 396 - - 108 23 421 - -
HCM Lane V/C Ratio 0.093 - - 0.585 1.373 0.013 - -
HCM Control Delay (s) 15 - - 77.2$ 567.5 13.7 - -
HCM Lane LOS C - - F F B - -
HCM 95th %tile Q(veh) 0.3 - - 2.8 4 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC Long Total PM
5: Ziegler & Paddington/Grand Teton No Signal
Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report
lt pm no signal.syn
Intersection
Int Delay, s/veh 9.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 55 5 0 15 70 1725 15 15 1840 10
Future Vol, veh/h 5 0 55 5 0 15 70 1725 15 15 1840 10
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------200--200--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 56 5 0 15 71 1760 15 15 1878 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2935 3830 944 2879 3828 888 1888 0 0 1775 0 0
Stage 1 1913 1913 - 1910 1910 -------
Stage 2 1022 1917 - 969 1918 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 7 4 263 7 4 287 313 - - 346 - -
Stage 1 70 114 - 70 115 -------
Stage 2 253 114 - 272 114 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 5 3 263 ~ 4 3 287 313 - - 346 - -
Mov Cap-2 Maneuver ~ 5 3 - ~ 4 3 -------
Stage 1 54 109 - 54 89 -------
Stage 2 185 88 - 205 109 -------
Approach EB WB NB SB
HCM Control Delay, s $ 333 $ 717.9 0.8 0.1
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 313 - - 50 15 346 - -
HCM Lane V/C Ratio 0.228 - - 1.224 1.361 0.044 - -
HCM Control Delay (s) 19.9 - - $ 333$ 717.9 15.9 - -
HCM Lane LOS C - - F F C - -
HCM 95th %tile Q(veh) 0.9 - - 5.5 3.1 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
APPENDIX J
Harmony
Zie
g
l
er
Co
r
b
e
t
t
Council Tree
Paddington
Kingsley
Hidden Pond
Grand Teton
Edmonds
SCALE: 1"=600'
PEDESTRIAN INFLUENCE AREA
DELICH
ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021
Pedestrian LOS Worksheet
Project Location Classification: Other
Description of
Applicable Destination
Area Within 1320’
Destination
Area
Classification
Level of Service (minimum based on project location classification)
Directness Continuity Street
Crossings
Visual
Interest &
Amenities
Security
The residential
neighborhood to the
north and northwest of
the site
Residential
Minimum C C C C C
1 Actual A B B B B
Proposed A B B B B
Commercial uses to the
south and southwest of
the site (Front Range
Village)
Commercial
Minimum C C C C C
2 Actual A B B B B
Proposed A B B B B
HP Campus Industrial
Minimum C C C C C
3 Actual A B C C C
Proposed A B C C C
The residential
neighborhood to the
east and northeast of
the site
Residential
Minimum C C C C C
4 Actual F B C C C
Proposed See Text B C C C
Minimum
5 Actual
Proposed
Minimum
6 Actual
Proposed
Minimum
7 Actual
Proposed
Minimum
8 Actual
Proposed
Minimum
9 Actual
Proposed
Minimum
10 Actual
Proposed
Harmony
Zie
g
l
er
Co
r
b
e
t
t
Council Tree
Paddington
Kingsley
Hidden Pond
Grand Teton
Edmonds
SCALE: 1"=600'
BICYCLE INFLUENCE AREA
DELICH
ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021
Bicycle LOS Worksheet
Level of Service – Connectivity
Minimum Actual Proposed
Base Connectivity: C B B
Specific connections to priority sites:
Description of
Applicable Destination
Area Within 1320’
Destination
Area
Classification
Commercial uses to the
south and southwest of
the site (Front Range
Village)
Commercial C B B 1
2
3
4
5
6
7
8