HomeMy WebLinkAboutMASON STREET INFRASTRUCTURE PROJECT - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 2 - Traffic StudyDate: May 24, 2023
Submitted To:
North College 1311, LLC
262 E. Mountain Avenue
Fort Collins, CO 80524
Submitted By:
Fox Tuttle Transportation Group, LLC
1580 Logan Street, 6th Floor
Denver, CO 80203
North College 1311
Overall Development Plan
Traffic Impact Study
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC Page i May 24, 2023
TABLE OF CONTENTS
1.0 Introduction ............................................................................................................................ 1
2.0 Project Description .................................................................................................................. 2
3.0 Study Considerations ............................................................................................................... 2
3.1 Data Collection .................................................................................................................... 2
3.2 Evaluation Methodology ..................................................................................................... 3
3.3 Level of Service Definitions ................................................................................................. 3
4.0 Existing Conditions .................................................................................................................. 4
4.1 Roadways ............................................................................................................................ 4
4.2 Intersections ....................................................................................................................... 5
4.3 Pedestrian and Bicycle Facilities ......................................................................................... 5
4.4 Transit ................................................................................................................................. 6
4.5 Existing Intersection Capacity Analysis ............................................................................... 6
5.0 Future Traffic Conditions ......................................................................................................... 7
5.1 Annual Growth Factor and Future Volume Methodology .................................................. 7
5.2 Future Roadway Assumptions ............................................................................................ 7
5.3 Year 2025 Background Intersection Capacity Analysis ....................................................... 7
5.4 Year 2045 Background Intersection Capacity Analysis ....................................................... 8
6.0 Proposed North College 1311 ODP Project ............................................................................... 8
6.1 Rescue Mission (West Lots) Trip Generation ...................................................................... 8
6.2 East Lot Trip Generation ................................................................................................... 10
6.3 Trip Distribution and Assignment ..................................................................................... 11
7.0 Future Traffic Conditions with Site Development ................................................................... 11
7.1 Year 2025 Background + Project Intersection Capacity Analysis ...................................... 11
7.2 Year 2045 Background + Project Intersection Capacity Analysis ...................................... 12
8.0 Future Multi‐Modal Trips and Facilities .................................................................................. 13
9.0 Conclusion ............................................................................................................................. 14
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LIST OF TABLES
Table 1 – Peak Hour Intersection LOS Summary ........................................................................................ 16
Table 2 – Peak Hour 95th Percentile Queue Summary .............................................................................. 17
Table 3 – Rescue Mission Trip Generation Summary ................................................................................. 10
Table 4 – East Lot Trip Generation Summary ............................................................................................. 10
LIST OF FIGURES
Figure 1 – Vicinity Map and Existing Access ............................................................................................... 18
Figure 2 – Conceptual Site Plan .................................................................................................................. 19
Figure 3 – Year 2022 Existing Traffic Volumes ............................................................................................ 20
Figure 4 – Year 2025 Background Traffic Volumes ..................................................................................... 21
Figure 5 – Year 2045 Background Traffic Volumes ..................................................................................... 22
Figure 6A – Site Trip Distribution – Rescue Mission ................................................................................... 23
Figure 6B – Site Trip Distribution – East Lot................................................................................................ 24
Figure 7A – Site‐Generated Trip Volumes – Rescue Mission ...................................................................... 25
Figure 7B – Site‐Generated Trip Volumes – East Lot .................................................................................. 26
Figure 8 – Year 2025 Background + Site‐Generated Traffic Volumes ......................................................... 27
Figure 9 – Year 2045 Background + Site‐Generated Traffic Volumes ......................................................... 28
APPENDIX
Transportation Impact Study Base Assumptions Form
Level of Service Definitions
Existing Traffic Data
Intersection Capacity Worksheets
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NORTH COLLEGE 1311 ODP
TRAFFIC IMPACT STUDY
1.0 Introduction
The Fox Tuttle Transportation Group prepared this traffic impact study for the North College 1311 Overall
Development Plan (ODP), which includes three properties along Mason Street, between Hickory Street
and Hibdon Court. The two properties in the southwest corner of Mason Street and Hibdon Court is
proposed to include a new Fort Collins Rescue Mission campus which will include a day‐use area and an
overnight shelter area to serve and aid men that are currently experiencing homelessness. This portion of
the ODP was included in a previous traffic impact study and is the baseline for this current traffic study.
The third property is located in the southeast corner of Mason Street and Hibdon Court and is planned to
be developed in the future with a facility that complements the Rescue Mission and provides support for
the community. Figure 1 includes a vicinity map for the proposed project.
The purpose of this study is to assist in identifying potential traffic impacts within the study area as a result
of this project. The traffic study addresses existing, short‐term (Year 2025), and long‐term (Year 2045)
peak hour intersection conditions in the study area with and without the project generated traffic. The
information contained in this study is anticipated to be used by City of Fort Collins staff to identify any
intersection or roadway deficiencies and potential improvements for the short‐term future conditions.
This study focused on the weekday AM and PM peak hours which are typically the highest traffic volumes
for the adjacent roadway network.
The traffic impact study is consistent with the requirements of the City of Fort Collins’ standards set forth
in Chapter 4 of the Larimer County Urban Area Street Standards (revised 2019). A copy of the approved
Transportation Impact Study Base Assumptions Form is attached in the Appendix for reference.
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2.0 Project Description
For the west two lots, the Fort Collins Rescue Mission Project proposes to construct a new 43,000 square
foot building with up to 200 beds for people experiencing homelessness and the shelter will also include
restrooms, showers, living and dining areas, library, meeting rooms, kitchen, donation storage, laundry
rooms, business offices, and outdoor space. The facility also plans to include administrative offices for
staff and volunteers. It is understood the shelter will be open 24 hours per day, seven (7) days a week to
provide services to those in need.
The east lot is approximately 1.29± acres and the exact land use that will be constructed on this site. There
is potential for a community garden, multi‐family dwelling units, day care center, recreational uses, food
catering services, music/arts studio, or other complimentary services for the Rescue Mission. For the
purpose of this traffic study, it was assumed that a 10,000 square foot day care facility would be
constructed since it was estimated to create the highest level of traffic of the permitted uses.
Currently, the sites are vacant and the adjacent land uses include a couple single‐family residents, mobile
home park, lodging, small retail, and light industrial. The North College 1311 ODP location is in close
proximity to services across College Avenue including the Food Bank of Larimer County, Larimer County
Department of Human Services, and the Murphy Center for Hope.
Access to the Rescue Mission site is planned via two new full‐movement, side‐street stop‐controlled
access points on Mason Street. The north access will become the west leg to the existing intersection of
Mason Street at Hibdon Court. The south access on Mason Street is proposed to be approximately 650
feet south of Hibdon Court. For the east site, a site plan has not been developed therefore one full
movement access was assumed to be located on Hibdon Court. Figure 2 includes a conceptual site plan
and access for the project.
3.0 Study Considerations
3.1 Data Collection
Intersection turning movement volumes were collected by Idax Data Solutions in early December 2022 at
four (4) existing intersections during the weekday AM and PM peak hours. Daily (24‐hour) traffic volumes
were gathered on Hibdon Court east of Mason Street and on Mason Street south of Hibdon Court. Historic
daily volumes and future forecasts along College Avenue (US 287) within the vicinity of the project site
were gathered from the CDOT’s Transportation Data Management System (TDMS).
The existing traffic volumes are illustrated on Figure 3. The existing intersection geometry and traffic
control are also shown on this figure. Count data sheets are provided in the Appendix.
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3.2 Evaluation Methodology
The traffic operations analysis addressed the unsignalized intersection operations using the procedures
and methodologies set forth by the Highway Capacity Manual (HCM) 1. Existing Peak Hour Factor (PHF)
were applied to the intersections for all evaluation scenarios. Study intersections were assessed using
Synchro (v11) software.
3.3 Level of Service Definitions
A level of service analysis was conducted to determine the existing and future performance of the study
intersections and to determine the most appropriate traffic control device and need for auxiliary lanes.
To measure and describe the operational status of the study intersections, transportation engineers and
planners commonly use a grading system referred to as “Level of Service” (LOS) that is defined by the
HCM. LOS characterizes the operational conditions of an intersection’s traffic flow, ranging from LOS A
(indicating very good, free flow operations) and LOS F (indicating congested and sometimes oversaturated
conditions). These grades represent the perspective of drivers and are an indication of the comfort and
convenience associated with traveling through the intersections. The intersection LOS is represented as a
delay in seconds per vehicle for the
intersection as a whole and for each turning
movement. A more detailed discussion of
the LOS methodology is contained in the
Appendix for reference.
The Fort Collins standards within the
Larimer County Urban Area Street Standards
(LUCASS) consider LOS A through D to be
good for the overall intersection operations
with LOS E or better as acceptable in peak
hours. For individual movements, LOS E and
F may be acceptable for left‐turns or minor
streets. Specific standards are provided in
Table 4‐3 in LUCASS and as shown to the
right.
1 Highway Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board, National
Research Council, 6th Edition (2016).
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4.0 Existing Conditions
4.1 Roadways
The study area boundaries are based on the amount of traffic to be generated by the project and potential
impact to the existing roadway network. The study area was defined in coordination with the City of Fort
Collins staff and is outlined in the Transportation Impact Study Base Assumptions Form (located in the
Appendix). The primary public roadways that serve the project site are discussed in the following text and
illustrated on Figure 3.
North College Avenue (US 287) is a four‐lane arterial that provides north‐south connectivity
through the entirety of Fort Collins and connects to several communities within Northern
Colorado and Southern Wyoming. This section of North College Avenue is part of an interstate
commerce truck route and is subject to access management documents developed by the
Colorado Department of Transportation, Larimer County, and the City of Fort Collins. The
roadway provides two (2) through lanes in each direction, on‐street bike lanes, a landscaped
parkway, and 8‐foot sidewalks. Access control is provided via a raised, landscaped median. The
posted speed limit is 40 mph within the vicinity of the project site. North College Avenue currently
serves approximately 25,100 vpd north of Hibdon Court (Year 2021, CDOT). North College Avenue
will provide the primary north/south access for the proposed Fort Collins Rescue Mission.
Hickory Street is a collector street that travels west of North College and provides access to the
Hickory Village neighborhood, light industrial businesses, and recreational areas. At North College
Avenue, Hickory Street is the western leg of an offset intersection with Conifer Street. In its
current configuration, Hickory Street provides a single through lane per direction, on‐street
parking, and attached sidewalks. Near the Mason Street intersection, this roadway has an
approximately 56‐foot‐wide paved section. The posted speed limit is 25 mph. Although Hickory
Street currently terminates at South Gold Park, the City’s Master Street Plan shows Hickory Street
extending west to Shield Street.
Mason Street is a local roadway with a paved 22‐foot section, within the stu dy area, that provides
rear‐lot access to several properties fronting North College Avenue. This portion of Mason Street
is approximately 0.3‐mile in length starting north of Hickory Street and does not connect to
Midtown. The roadway is located within a permanent public access easement and provides a
single travel lane per direction. Currently, there is no curb and gutter nor sidewalk. There is no
posted speed limit, but assumed to be 25 miles per hour, a typical speed for local streets. Mason
Street currently serves approximately 140 vpd south of Hibdon Court (Year 2022, Count).
Per the City of Fort Collins’ Master Street Plan and comments provided by City staff in the
Preliminary Development Review Document, Mason Street is classified as a “Collector – With
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Parking”. This street classification includes one (1) travel lane per direction, on‐street bicycle
lanes, on‐street parking, a landscaped parkway, and 5‐foot sidewalks.
Hibdon Court is a local street that connects Mason Street and North College Avenue. Starting at
North College Avenue and extending west approximately 300’, Hibdon Court is a 36‐foot‐wide
roadway with curb and gutter and accommodates a single travel lane in each direction.
Pedestrian connectivity is provided via a 5‐foot attached sidewalk on the south side of the road.
Continuing west to Mason Street, Hibdon Court transitions to a 22‐foot‐wide roadway with no
curb and gutter nor sidewalks. There are no designated on‐street bicycle lanes. There is no
posted speed limit, however, it is assumed to be 25 miles per hour, a typical speed for local streets.
Hibdon Court currently serves approximately 260 vpd east of Mason Street (Year 2022, Count).
4.2 Intersections
The study area includes four intersections that are listed below with the current traffic control and were
analyzed for existing and future background year traffic operations:
1. Mason Street at Hibdon Court (side‐street stop‐controlled)
2. North College Avenue at Hibdon Court (side‐street stop‐controlled)
3. Mason Street at Hickory Street (side‐street stop‐controlled)
4. North College Avenue at Hickory Street (signalized)
The existing lane configuration at each of the study locations is illustrated on Figure 3.
4.3 Pedestrian and Bicycle Facilities
The City of Fort Collins adheres to the Larimer County Urban Area Street Standards (LUCASS) and the
roadway cross sections defined therein. All of the study roadways are identified as “complete streets”
and are anticipated to provide amenities promoting and encouraging multimodal activity while balancing
with the vehicular needs.
North College Avenue provides on‐street bicycle lanes and 8‐foot sidewalk on both sides of the roadway.
These improvements extend along North College Avenue, connecting Old Town Fort Collins to the city
limits at Highway 1. These facilities serve as the multimodal backbone for North Fort Collins and provide
access to various commercial, residential, recreational, and community services. Hickory Street also
provides defined multimodal connectivity though on‐street bicycle lanes and variable width, attached
sidewalks.
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There is currently a 5‐foot sidewalk on Hibdon Court on the south side for approximately 300 feet west of
North College Avenue. The remaining segment of Hibdon Court does not have sidewalks. As is typical on
local streets, on‐street bike lanes are not striped; however, bicyclists are permitted to ride with traffic.
In its current configuration, Mason Street does not have dedicated multimodal improvements.
4.4 Transit
The City of Fort Collins has a dedicated transit
service, Transfort, that serves the community.
Transfort’s primary hub is the Downtown Transit
Center (DTC), located on the east side of Mason
Street between Maple Street and Laporte Avenue.
For a fee, community members can access various
destinations throughout Fort Collins from the DTC.
Two routes, #8 and #81, serve Northern Fort
Collins and the project area
Routes #8 and #81 utilize the same loop, but travel
in opposite directions. Both routes utilize the same
transit stops, including stops located on the far
sides of the Hibdon Court intersection which is
anticipated to be useful for future patrons of the
Fort Collins Rescue Mission.
4.5 Existing Intersection Capacity Analysis
The existing volumes, lane configuration, and traffic control are illustrated on Figure 3. The results of the
LOS calculations for the study intersections are summarized in Table 1. The 95th percentile queues are
summarized in Table 2. The intersection level of service worksheets and queue reports are attached in
the Appendix. All study intersections are currently operating at LOS A in the AM and PM peak hours,
with all movements and approaches operating at LOS D or better. The 95th percentile queues were
calculated to be maintained within the existing storage lengths at all of the study intersections.
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5.0 Future Traffic Conditions
5.1 Annual Growth Factor and Future Volume Methodology
In order to forecast the future peak hour traffic volumes, background traffic growth assumptions were
based on the Colorado Department of Transportation’s (CDOT) 20‐year factors and discussed with City of
Fort Collins staff. Based on the CDOT forecasts on North College Avenue, it was assumed there will be an
annual growth rate of 1.0% on this arterial. Based on discussions with the City of Fort Collins, there are no
known developments occurring within the study area to be included in the growth along Mason Street or
Hibdon Court. Therefore, 1.0% annual growth was assumed along the local roadways for consistency with
the growth on North College Avenue.
Using these assumptions, the Year 2025 background traffic was estimated and summarized on Figure 4
and the Year 2045 background traffic is shown on Figure 5.
5.2 Future Roadway Assumptions
It was assumed that the study roadways will remain the same as existing in the future. Although Mason
Street is defined as a Collector roadway in the future per the City’s Master Street Plan, the future analyses
assumed the existing lane configuration and traffic control at the study intersections due to the low
volumes and unknown development potential beyond the current proposed for North College 1311 ODP.
The currently proposed changes to the City’s Land Use Code may downgrade Mason Street to a local street
within the study area. The traffic analysis assumed that Mason Street would include one travel lane per
direction, which will be the case regardless of the roadway classification (local or collector).
5.3 Year 2025 Background Intersection Capacity Analysis
The study area intersections were evaluated to determine baseline operations for the Year 2025
background scenario and to identify any capacity constraints associated with background traffic. The
background volumes, lane configuration, and traffic control are illustrated on Figure 4.
The level of service criteria discussed previously was applied to the study area intersections to determine
the impacts with the short‐term background volumes. The results of the LOS calculations for the
intersections are summarized in Table 1. The intersection level of service worksheets and queue reports
are attached in the Appendix.
The study intersections were shown to operate similarly to the existing conditions with LOS A overall in
the AM and PM peak hours in Year 2025 Background, as well as all of the movements and approaches
estimated to continue to operate at LOS D or better. The 95th percentile queues for 2025 Background
traffic also remain essentially unchanged as identified in Table 2 and continue to be maintained within
the existing storage lengths.
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5.4 Year 2045 Background Intersection Capacity Analysis
The study area intersections were evaluated to determine baseline operations for the Year 2045
background scenario and to identify any capacity constraints associated with background traffic. The
background volumes, lane configuration, and traffic control are illustrated on Figure 5.
The level of service criteria discussed previously was applied to the study area intersections to determine
the impacts with the short‐term background volumes. The results of the LOS calculations for the
intersections are summarized in Table 1. The intersection level of service worksheets and queue reports
are attached in the Appendix.
The study intersections were estimated to continue to operate overall at LOS A in both peak hours with
the majority of movements operating at LOS D or better. The 95th percentile queues for 2045 Background
were calculated to remain within the existing storage lengths as shown in Table 2.
At the intersection of North College Avenue and Hibdon Court, it was estimated that the eastbound
approach will begin to operate at LOS E in the AM peak hour. The 95th percentile queue was calculated to
be 15 feet (one vehicle or less). LUCASS permits this level of delay on side‐streets along arterial roadways.
Based on the low volume on the side‐street and minimal queuing, no mitigation measure is
recommended. This is a typical situation along major arterials during peak periods.
6.0 Proposed North College 1311 ODP Project
6.1 Rescue Mission (West Lots) Trip Generation
With no comparable trip generation category within Institute of Transportation Engineers’ (ITE) Trip
Generation Manual, local data from a comparable shelter was gathered and utilized to estimate the
number of vehicular trips associated with the proposed Fort Collins Rescue Mission. Denver Rescue
Mission provided detailed information on the staffing, operational needs, and anticipated number of
people served on a daily basis for the new shelter. The new shelter will be open 24 hours per day, seven
(7) days a week, year‐round. The summary of future operations is listed below:
Employees – 34 people daily
o Three (3) staffing shifts:
Daytime Shift (8:30 am to 4:30 pm): 16 employees
Swing Shift (2:00 pm to 10:30 pm): 11 employees
Overnight shift (10:00 pm to 8:30 am): 7 employees
o Majority of staff drives to the facility.
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o Once on site, staff cannot leave the site.
o Based on the peak commuting hours, the Daytime Shift and the Overnight Shift will
contribute to the AM and PM peak hour trips.
Interns/Volunteers – 27 people daily
o Similar work shifts to employees.
Daytime Shift (8:30 am to 4:30 pm): 2 interns, 12 volunteers
Swing Shift (2:00 pm to 10:30 pm): 0 interns, 13 volunteers
Overnight shift (10:00 pm to 8:30 am): 0 interns, 0 volunteers
o Majority arriving to the site via driving a vehicle.
o Once on site, interns and volunteers cannot leave the site.
Visitors – 10 people daily
o This is community members who visit the site but are not users of the facility.
o Typically arrive during the Daytime shift and not within the AM or PM peak hours.
o Majority of visitors arrive by vehicle.
Deliveries – 2 per day
o These deliveries support the facility’s operational needs with supplies and donations.
o Typically arrive during the Daytime shift but not within the AM or PM peak hours.
o All deliveries arrive by vehicle.
Partner Organization Visitors – up to 5 vehicles per day
o These are people visiting the site to provide services for patrons.
o Typically arrive during the Daytime shift but not within the AM or PM peak hours.
o All Partner Organization Visitors arrive by vehicle.
Patrons (Users of the Facility) – typically 100 per day and 40 per night
o These are the people who are served by the shelter as they are currently experiencing
homelessness.
o Typically arrive by walking, biking, or transit. It is rare for a patron to arrive by vehicle.
o Patrons arrive and depart at any time during the day or night, typically before and after a
meal. Some stay for a short period of time while others remain for days.
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The trip generation estimates are summarized in Table 3. It is estimated that the shelter facility will
generate 156 new trips per day, with 35 trips occurring in the AM peak hour and 26 trips occurring in
the PM peak hour.
Table 3. Rescue Mission Trip Generation Summary
6.2 East Lot Trip Generation
A trip generation estimate was performed to determine the traffic characteristics of the assumed day care
center on the East Lot of the North College 1311 ODP. The trip rates contained in the Institute of
Transportation Engineers (ITE) Trip Generation Manual2 were applied to estimate the traffic associated
with the potential day care center. Table 4 provides the detailed trip generation for the East Lot.
Table 4. East Lot Trip Generation Summary
2 Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021.
Users of Facility Quantity Unit Total In Out Total In Out Total In Out
Employees 34People6834342316 7 16 0 16
Volunteers/Interns 27 People 54 27 27 12 8 4 10 10 0
Visitors* 10People201010000000
Deliveries* 2Veh.422000000
Partner Organization
Visitors*5Veh.1055000000
Patrons * 100People000000000
1567878352411261016
Source: Data from Denver Rescue Mission facilities of similar size and operations, as well as expected operations for new facilitie
* Trips not included as they do not occur during the Peak Hours
Average Daily
Trips
AM Peak Hour
Trips
PM Peak Hour
Trips
Land Use Size Unit Rate Total In Out Rate Total In Out Rate Total In Out
ITE#565: Day
Care Center 10 KSF 47.62 476 238 238 11.00 110 58 52 11.12 111 52 59
Source : ITE Trip Generation 11th Edition, 2021.
Average Daily Trips AM Peak Hour Trips PM Peak Hour Trips
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The proposed project is expected to experience mostly new trips, also known as ‘primary trips’, as
discussed below:
Primary Trips. These trips are made specifically to visit the site and are considered “new” trips.
Primary trips would not have been made if the proposed project did not exist. Therefore, this is
the only trip type that increases the total number of trips made on a regional basis.
There is potential for families to walk, bike, or use transit to access the future day care center; however,
for conservative purposes, a non‐auto reduction was not taken. It was estimated that a day care center
in the East Lot will generate approximately 476 daily vehicle trips with 110 vehicle trips in the AM peak
hour and 111 vehicle trips in the PM peak hour.
6.3 Trip Distribution and Assignment
The estimated trip volumes presented in Table 3 and Table 4 were distributed onto the study area
roadway network based on existing traffic characteristics of the area, existing and future land uses, and
the relationship of this project to the greater Fort Collins community. Two distribution scenarios were
assumed: one for the Rescue Mission and the other for the day care center assumed in the East Lot.
Based on information provided by Denver Rescue Mission, it was assumed that 25% of vehicular traffic
will come from North College Avenue and the remaining 75% will come from South College Avenue for
the shelter. For the East Lot, it was assumed 35% will come from North College Avenue, 5% will come
from West Hickory Street, and the remaining 60% will come from South College Avenue.
The trip distribution through the study intersections for the shelter is shown on Figure 6A and the
distribution for the day care center is shown on Figure 6B. The projected site traffic was assigned to the
study area roadway network and proposed accesses for the weekday AM and PM peak hour periods. The
site generated volumes for the shelter are shown on Figure 7A and the site generated volumes for the
day care center are shown on Figure 7B.
7.0 Future Traffic Conditions with Site Development
This section projects the future traffic conditions with the completion of the proposed Fort Collins Rescue
Mission project and the development of the East Lot, assuming a day care center.
7.1 Year 2025 Background + Project Intersection Capacity Analysis
For the purpose of this traffic study for the North College 1311 ODP, it was assumed the Rescue Mission
and day care center would be constructed and in use by Year 2025. The site‐generated volumes were
added to the projected Year 2025 background volumes and are illustrated on Figure 8. The results of the
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LOS calculations for the intersections are summarized on Table 1. The 95th percentile queues are
summarized in Table 2. The intersection level of service worksheets and queue reports are attached in
the Appendix.
The project trips have little to no impact on the operations of the study intersections when compared
to the background scenario. All intersections were calculated to continue to operate at a LOS A overall in
the AM and PM peak hours. The 95th percentile queues were calculated to be maintained within the
existing storage lengths at all of the study intersections.
At the intersection of North College Avenue and Hibdon Court, it was estimated that the eastbound
approach will begin to operate at LOS E in the AM peak hour due to slightly increased volume. The 95th
percentile queue was calculated to be 25 feet (one vehicle or less). LUCASS permits this level of delay on
side‐streets along arterial roadways. Based on the low volume on the side‐street and minimal queuing,
no mitigation measure is recommended. This is a typical situation along major arterials during peak
periods.
7.2 Year 2045 Background + Project Intersection Capacity Analysis
The site‐generated volumes were added to the projected Year 2045 background volumes and are
illustrated on Figure 9. The results of the LOS calculations for the intersections are summarized in Table
1. The 95th percentile queues are summarized in Table 2. The intersection level of service worksheets and
queue reports are attached in the Appendix.
The project trips have little to no impact on the operations of the study intersections when compared
to the background scenario. The majority of the study intersections were calculated to continue to
operate at a LOS A overall in the AM and PM peak hours. The 95th percentile queues were calculated to
be maintained within the existing storage lengths at all of the study intersections.
At the intersection of North College Avenue and Hibdon Court, the overall performance was estimated
to change to LOS B in the PM peak hour with all movements operating at LOS D or better. During the AM
peak hour, it was estimated that the eastbound approach will begin to operate at LOS F due to slightly
increased volume on Hibdon Court and the increase in volume on North College Avenue. The 95
th
percentile queue was calculated to be 45 feet (two vehicles or less). LUCASS permits this level of delay on
side‐streets along arterial roadways. Based on the low volume on the side‐street and minimal queuing,
no mitigation measure is recommended. This is a typical situation along major arterials during peak
periods.
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8.0 Future Multi‐Modal Trips and Facilities
In discussions with the Denver Rescue Mission, it is anticipated that all users of the shelter will be arriving
and departing to/from the site by walking, biking, or using transit. It is likely they will utilize the existing
multi‐modal facilities through Fort Collins. The proposed northern shelter will add 200 beds for men
currently experiencing homelessness and the numbers of patrons at one time can vary greatly by time of
day, day of week, weather, or season of the year. It is challenging to calculate the number of multi‐modal
trips and the pattern at which they would occur. However, it is anticipated that the sidewalks, bike lanes,
trails, and bus routes connected to the study area will have an increase in people utilizing them.
The City of Fort Collins endorses “complete streets” for all roadway classifications, which are streets that
serve both vehicular and multi‐modal traffic. With Hibdon Court being defined as a local street and Mason
Street being currently defined as a collector level street, both streets will be able to accommodate and
provide multimodal use. Hibdon Court will need the south sidewalk to be continued to Mason Street.
Mason Street will need a sidewalk on at least one side of the roadway to connect to existing sidewalks;
however, there are portions of Mason Street that are adjacent to other property owners that are not
currently developing. If the Hibdon Court sidewalk is completed, then at a minimum people who walk,
bike, or use transit can easily connect between North College Avenue and the proposed shelter.
It is our understanding that the City’s Municipal Code obligates the owner of a parcel to construct local
street improvements adjacent to the parcel’s frontage at the time of development. With the new Fort
Collins Rescue Mission project, Mason Street will likely need to be upgraded along the property frontage.
The City’s Master Street Plan currently would require Mason Street to be constructed as a collector,
however, this traffic study indicates the projected volumes can be accommodated with a local street
cross‐section.
LCUASS does not provide functional parameters for Fort Collins but includes parameters for Loveland,
which were used for comparison purposes. The standards state that “Major Collectors” are intended to
serve between 3,000 and 7,000 vpd. Existing counts on Mason Street, south of Hibdon Court, indicated
there are approximately 140 vpd. With background growth and the proposed project, the daily vehicle
volume was calculated to increase to 525 vpd. The estimated future volumes on Mason Street are
significantly lower than the collector volume threshold; therefore, the city may consider changing the
roadway classification to “local” for this segment of Mason Street. To reach the bottom of the collector
volume range, other properties on Mason Street would have to redevelop and generate to traffic. For
informational purposes, this would be a minimum of 265 single‐family detached homes or 370 multi‐
family units (market‐rate) or 37,000 square feet of commercial retail.
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC Page 14 May 24, 2023
9.0 Conclusion
The North College 1311 ODP includes three properties along Mason Street between Hickory Street and
Hibdon Court. The two properties in the southwest corner of Mason Street and Hibdon Court is proposed
to include a new Fort Collins Rescue Mission to provide people experiencing homelessness with basic
needs and resources to enter permanent housing and self‐sufficiency. It is understood that there will be
200 beds and the shelter will also include restrooms, showers, living and dining areas, library, meeting
rooms, kitchen, donation storage, laundry rooms, business offices, and outdoor space. The facility also
plans to include administrative offices for staff and volunteers. Access to the Rescue Mission is planned
via two full movement, side‐street stop‐controlled intersections on Mason Street.
The third property is located in the southeast corner of Mason Street and Hibdon Court and is planned to
be developed in the future with a facility that complements the Rescue Mission and provides supportive
services for the community. For conservative purposes for this traffic study, it was assumed that a day
care center would be constructed on the East Lot.
Vehicular traffic volumes associated with the Rescue Mission have been developed through in‐depth
conversations with Denver Rescue Mission staff to account for anticipated staff, interns, volunteers,
visitors, and operational services at full build out. Traffic associated with the potential day care center
was estimated by utilizing national trip rates. Volumes were analyzed for the existing, short‐term (Year
2025, anticipated construction year), and long‐term (Year 2045) scenarios. The three properties are
anticipated to generate approximately 632 trips daily, 145 AM peak hour, and 137 PM peak hour trips at
buildout during the weekday.
In summary, the existing roadways and intersections within the study area can accommodate the trips
associated with the North College 1311 ODP. There are no mitigation measures needed to support the
vehicular traffic. It is recommended that multi‐modal connectivity be provided along the project frontage
to support the patrons that are likely to arrive/depart via walking, biking, or using transit.
Although the City’s Master Street Plan identifies Mason Street as a collector roadway, the volumes
associated with the site are well below the capacity threshold for a local street. Unless significant
development occurs (or is anticipated to occur), Mason Street could functionally operate as a local street.
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC Page 15 May 24, 2023
Tables and Figures:
Table 1 – Peak Hour Intersection LOS Summary
Table 2 – Peak Hour 95th Percentile Queue Summary
Table 3 – Rescue Mission Trip Generation Summary [IN REPORT]
Table 4 – East Lot Trip Generation Summary [IN REPORT]
Figure 1 – Vicinity Map and Existing Access
Figure 2 – Conceptual Site Plan
Figure 3 – Year 2022 Existing Traffic Volumes
Figure 4 – Year 2025 Background Traffic Volumes
Figure 5 – Year 2045 Background Traffic Volumes
Figure 6A – Site Trip Distribution – Rescue Mission
Figure 6B – Site Trip Distribution – East Lot
Figure 7A – Site‐Generated Trip Volumes – Rescue Mission
Figure 7B – Site‐Generated Trip Volumes – East Lot
Figure 8 – Year 2025 Background + Site‐Generated Traffic Volumes
Figure 9 – Year 2045 Background + Site‐Generated Traffic Volumes
FT# 23043 North College 1331 ODP Traffic Impact Study 5/24/2023
Intersection and AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak
Critical Movements/Approaches Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS
STOP SIGN CONTROL
1. Mason St & Hibdon Ct 4A5A4A5A7A6A4A5A7A6A
Eastbound Left+Through+Right 9A9A 9A9A
Westbound Left+Right 10 A9A10 A9A 9A9A
Westbound Left+Through+Right 11 B 10 A11B10A
Northbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A
Northbound Left+Through+Right 7 A 7 A 7 A 7 A
Southbound Left+Through 0 A 7 A 0 A 7 A 0 A 7 A
Southbound Left+Through+Right 0 A 7 A 0 A 7 A
2. North College Ave & Hibdon Ct 0A0A0A0A1A1A1A0A2A1A
Eastbound Left+Through+Right 25C14B26D15B37 E 17 C43 E 18 C 61 F 22 C
Westbound Left+Through+Right 0 A11B 0 B11B 0 A11B 0 B12B 0 A12B
Northbound Left 11 B 10 B11A10 B 12 B 11 B 13 A 11 B 13 B 11 B
Northbound Through 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A
Southbound Through+Right 0 A9A0 A9A0 A9A0 A10 A 0 A10 A
3. Mason St & Hickory St 0A1A0A1A2A2A0A1A1A2A
Eastbound Left+Through 8A8A8A8A8A8A8A8A8A8A
Westbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A
Southbound Left+Right 11 B 11 B 11 B 11 B 12 B 11 B 11 B 11 B 13 B 13 B
101. Hibdon Ct at Access Project Intersection Project Intersection 6A5A Project Intersection 6A5A
Eastbound Through+Right 0 A 0 A 0 A 0 A
Westbound Left+Through 7 A 7 A 7 A 7 A
Northbound Left+Right 9A9A 9A9A
102. Mason St at Rescue Mission Access Project Intersection Project Intersection 1A0A Project Intersection 1A0A
Eastbound Left+Right 9A9A 9A9A
Northbound Left+Through 7 A 7 A 7 A 7 A
Southbound Through+Right 0 A 0 A 0 A 0 A
SIGNAL CONTROL
4. North College Ave & Hickory St 6 A 8 A 7 A 8 A 8 A 10 A 7 A 9 A 9 A 11 B
Eastbound Left 33 C 45 D 33 C 45 D 32 C 43 D 32 C 44 D 31 C 42 D
Eastbound Right 43 D 54 D 43 D 54 D 41 D 53 D 42 D 53 D 40 D52D
Northbound Left 7 A 7 A8A7 A11B10 A12B10 B19B15B
Northbound Through 3A4A3A4A4A5A4A5A4A6A
Southbound Through 4A4A4A4A5A5A5A4A6A5A
Southbound Right 3A3A3A3A3A3A3A3A3A4A
Note: Delay represented in average seconds per vehicle.
Existing Year 2025 Background Year 2025 Background + Project Year 2045 Background Year 2045 Background + Project
Table 1 ‐ Peak Hour Intersection Level of Service Summary
23043_LOS
FT# 23043 North College 1331 ODP Traffic Impact Study 5/24/2023
AM PM AM PM AM PM AM PM AM PM
1. Mason St & Hibdon Ct
Eastbound Left+Through+Right ‐0' 0' 0' 0'
Westbound Left+Right ‐ 0' 3' 0' 3'0' 3'
Westbound Left+Through+Right ‐25'8'25'8'
Northbound Through+Right ‐ 0' 0' 0' 0'0' 0'
Northbound Left+Through+Right ‐3' 0'3' 0'
Southbound Left+Through ‐ 0' 0' 0' 0'0' 0'
Southbound Left+Through+Right ‐0'0'0'0'
2. North College Ave &
Hibdon Ct
Eastbound Left+Through+Right ‐ 8' 5' 8' 10' 25'15'15' 5' 45'20'
Westbound Left+Through+Right ‐ 0' 0' 0' 0' 0' 0' 0' 0' 0' 0'
Northbound Left 100' 3' 3' 3' 3' 5' 5' 3' 5' 8' 5'
Northbound Through ‐ 0' 0' 0' 0'0' 0'0' 0'0' 0'
Southbound Through+Right ‐ 0' 0' 0' 0'0' 0'0' 0'0' 0'
3. Mason St & Hickory St
Eastbound Left+Through ‐ 0' 0' 0' 0' 0' 0' 0' 0' 0' 0'
Westbound Through+Right ‐ 0' 0'0' 0' 0' 0' 0' 0' 0' 0'
Southbound Left+Right ‐ 0' 3' 0' 3'8'10' 0' 3'10'18'
4. North College Ave &
Hickory St
Eastbound Left 200' 29' 81' 30' 82' 41' 98' 33' 93' 45' 110'
Eastbound Right ‐ 39' 35' 44' 35' 63' 38' 68' 48' 89' 79'
Northbound Left 160' 53' 57' 56' 60' 94' 78' 90' 83'166'113'
Northbound Through ‐ 91' 188' 94' 196' 98' 200' 112' 247' 116' 252'
Southbound Through ‐ 153' 140' 158' 145' 162' 148' 195' 178' 198' 182'
Southbound Right 90' 12' 12' 13' 12' 13' 12' 16' 15' 16' 15'
101. Hibdon Ct at Access
Eastbound Through+Right ‐0' 0'0' 0'
Westbound Left+Through ‐3' 3'3' 3'
Northbound Left+Right ‐5'5'5'5'
102. Mason St at Rescue
Mission Access
Eastbound Left+Right ‐0' 0'0' 0'
Northbound Left+Through ‐0' 0'0' 0'
Southbound Through+Right ‐0'0'0'0'
Table 2 - Peak Hour Estimated 95th Percentile Queues
Project Intersection Project Intersection Stop‐Control Project Intersection Stop‐Control
Ex.
Storage
Length
(ft)
Stop‐Control
Stop‐Control Stop‐Control
Signalized Signalized
Project Intersection Stop‐Control
Stop‐Control Stop‐Control Stop‐Control
Year 2045
Background
Year 2045 with
Project
Stop‐Control Stop‐Control
Stop‐Control
Intersections and Lane Groups
Year 2022 Existing Year 2025
Background
Year 2025 with
Project
Stop‐Control Stop‐Control Stop‐Control
Stop‐Control Stop‐Control
Project Intersection Project Intersection Stop‐Control
Stop‐Control
Signalized Signalized Signalized
23043_LOS
PROJECT SITE
N
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FORT COLLINS
MIDTOWNCOLORADO STATE
UNIVERSITY
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
VICINITY MAP
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 1
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
CONCEPTUAL SITE PLAN
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 2
New Full Movement Access;
Side-street stop controlled
New Full Movement Access;
Side-street stop controlled
New Full Movement Access;
Side-street stop controlled
1 . MASON S
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4 . NORTH C
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STREET
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HICKORY ST.
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HIBDON CT.
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
YEAR 2022 EXISTING TRAFFIC VOLUMES
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 3
HICKORY ST.
1 . MASON S
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COURT
4 . NORTH C
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STREET
3 . MASON S
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STREET
2 . NORTH C
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HIBDON CT.
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
YEAR 2025 BACKGROUND TRAFFIC VOLUMES
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 4
HICKORY ST.
1 . MASON S
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&
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COURT
4 . NORTH C
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&
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STREET
3 . MASON S
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STREET
2 . NORTH C
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COURT
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HIBDON CT.
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
YEAR 2045 BACKGROUND TRAFFIC VOLUMES
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 5
25%
To/From North
via North
College Ave.
75%
To/From South
via North
College Ave.
HICKORY ST.
1 . MASON S
T
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&
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D
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COURT
4 . NORTH C
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A
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&
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CKORY
STREET
3 . MASON S
T
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&
H
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K
O
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Y
STREET
2 . NORTH C
O
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L E
G
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A
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BDON
COURT
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M
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PROJECT
SITE
HIBDON CT.
10 1 . H I B D O N COU
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ACCESS
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
SITE TRIP DISTRIBUTION - RESCUE MISSION
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 6A
HICKORY ST.
1 . MASON S
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R
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&
H
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D
O
N
COURT
4 . NORTH C
O
L
L
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G
E
A
V
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&
H
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CKORY
STREET
3 . MASON S
T
R E
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&
H
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C
K
O
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Y
STREET
2 . NORTH C
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COURT
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PROJECT
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HIBDON CT.
10 1 . H I B D O N COU
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ACCESS35%
To/From North
via North
College Ave.
60%
To/From South
via North
College Ave.
5%
To/From West
via Hickory St.
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
SITE TRIP DISTRIBUTION - EAST LOT
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 6B
HICKORY ST.
1 . MASON S
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4 . NORTH C
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STREET
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STREET
2 . NORTH C
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PROJECT
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HIBDON CT.
10 1 . H I B D O N COU
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Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
SITE-GENERATED TRIP VOLUMES - RESCUE MISSION
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 7A
HICKORY ST.
1 . MASON S
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4 . NORTH C
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3 . MASON S
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STREET
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T r a n s p o r o puG rnoiatt
FOX TUTTLE
SITE-GENERATED TRIP VOLUMES - EAST LOT
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 7B
HICKORY ST.
1 . MASON S
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4 . NORTH C
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STREET
3 . MASON S
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STREET
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HIBDON CT.
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
YEAR 2025 BACKGROUND + SITE-GENERATED TRAFFIC VOLUMES
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 8
HICKORY ST.
1 . MASON S
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COURT
4 . NORTH C
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STREET
3 . MASON S
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HIBDON CT.
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
YEAR 2045 BACKGROUND + SITE-GENERATED TRAFFIC VOLUMES
NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY - FORT COLLINS, CO
23043 NTS 5/24/2023 CAF 9
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Appendix:
Transportation Impact Study Base Assumptions Form
Level of Service Definitions
Existing Traffic Data
Intersection Capacity Worksheets
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Transportation Impact Study
Base Assumptions Form
Chapter 4 – Attachments
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
Project Location
TIS Assumptions
Type of Study Full: Intermediate:
MTIS: Memo:
Study Area Boundaries North: South:
East: West:
Study Years Short Range: Long Range:
Future Traffic Growth Rate
Study Intersections 1. All access drives 5.
2. 6.
3. 7.
4. 8.
Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon:
Trip Generation Rates
Trip Adjustment Factors Passby: Captive Market:
Overall Trip Distribution SEE ATTACHED SKETCH
Mode Split Assumptions
Design Vehicle Information
Committed Roadway Improvements
Other Traffic Studies
Areas Requiring Special Study
Date:
Traffic Engineer:
Local Entity Engineer:
Fort Collins Rescue Mission
Parcel west and south of the Mason Street & Hibdon Ct. Intersection
X
Hibdon Ct.Hickory St.
North College Ave.Mason St.
2025 N/A
Mason St. & Hibdon Ct.
N. College Ave. & Hibdon Ct.
Mason St. & Hickory St.
N. College Ave. & Hickory St.
Trip generation rates based on similar sized facility with similar
services and shifts. Propose 33 trips AM Peak, 26 Trips PM Peak
N/A N/A
None.
Multimodal activity associated with users of facility.
To be determined during development review process. Current
analysis using a 1% growth factor and projected trips associated with
site does not warrant specific turn lanes along North College.
No multi-modal adjustments since trip generation is based on people
who drive to the location.
Anticipating typical passenger vehicles for trips associated with staff
and volunteers.
1% growth (per 11/30/22 discussion and CDOT OTIS data)
Steven Gilchrist 01/04/2023
01/05/2023
Chapter 4 – Attachments
Page 4-36 Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021
Adopted by Larimer County, City of Loveland, City of Fort Collins
Attachment B
Transportation Impact Study
Pedestrian Analysis Worksheet
DESTINATION
Or
i
g
i
n
(
p
r
o
j
e
c
t
l
a
n
d
u
s
e
)
Rec. Res. Inst. Ofc/Bus. Com. Ind. Other
(Specify)
Recreation
1) Residential
Institution
(school, church, civic)
Office/Business
Commercial
Industrial
Other (specify)
INSTRUCTIONS:
Identify the pedestrian destinations within 1320’ (1.5 miles for schools) of the project boundary in the
spaces above. The pedestrian Level of Service for the facility/corridor linking these destinations to
the project site will be based on the directness, continuity, types of street crossings, walkway surface
condition, visual interest/amenity, and security of the selected route(s).
12 Dwelling units or more.
Ft. Collins
Rescue Mission
See Attached Spreadsheet
Transportation Impact Study
Pedestrian Analysis Worksheet
Recreation Residential Inst. Ofc/Bus. Com. Ind. Other
Recreation
Residential
Institution
Office/Business
Commercial
Industrial
Other (Fort Collins Rescue Mission
Hickory Trail, Soft Gold
Park, Salyer Natural Area
North College Mobile
Home Park, Revive,
Hickory Village,
Stonecrest Mobile Home
Park, single family home
adjacent to site.
Food Bank for Larimer
County*
Various auto oriented
repair services
Various Businesses off
North College, JAX,
banks, the Lyric, touches
Country Club Corners
Development**
Rocky Mountain
Recycling, Valley Steel
and Wire,
Several North College
Hotels fall within the
1320' radius.
*Other services, including Larimer County Services off Willox, the Murphy Center, Homeward Alliance, the Health District Family Dental Clinic, WIC, and Salud are near the site but outside the 1320' radius.
** North College Marketplace near the development but outside the 1320' radius.
Proposed location for
new Ft. Collins Rescue
Mission campus
FT #22099 Fort Collins Rescue Mission Traffic Impact Study 12/19/2022
Users of Facility Unit Rate Total In Out Rate Total In Out Rate Total In Out
Employees (16 total) People 1.00 68 34 34 23 16 7 16 0 16
Volunteers/Interns (10
Total)People 1.00 44 22 22 10 10 0 10 0 10
Visitors* People1.00 201010 000 000
Deliveries* People1.00 422 000 000
Partner Organization
Visitors*People1.00 1055 000 000
Patrons * People0.00 000 000 000
Total New Trips 146 73 73 33 26 7 26 0 26
Source: Data from Denver Rescue Mission facilities of similar siz and operations.
* Trips not included as they do not occur during the Peak Hours
Table 3 - Trip Generation Summary
Non-Auto
Factor
Average Daily
Trips
AM Peak Hour
Trips
PM Peak Hour
Trips
22099 Volumes - Trip Gen
25%
To/From North
via North
College Ave.
75%
To/From South
via North
College Ave.
M A SON ST
R
E
E
T
&
S
O
U
T
H
E
R
N
ACCESS
N O RTH CO
L
L
E
G
E
A
V
E
&
H
I
C
K
ORY
STREET
M A S ON ST
R
E
E
T
&
H
I
C
K
O
R
Y
STREET
HIBDON CT.
N
O
R
T
H
C
O
L
L
E
G
E
A
V
E
.
HICKORY ST.
N ORTH COLL
E
G
E
A
V
E
&
H
I
B
DON
COURT
M
A
S
O
N
S
T
.
PROJECT
SITE
M A S ON ST
R
E
E
T
&
H
I
B
D
O
N
COURT
Original ScaleProject #Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
SITE TRIP DISTRIBUTION
FORT COLLINS RESCUE MISSION TRAFFIC ANALYSIS STUDY - FORT COLLINS, CO
22099 NTS 12/19/22 JKL 6
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Level of Service
Definitions
LEVEL OF SERVICE DEFINITIONS
In rating roadway and intersection operating conditions with existing or future traffic
volumes, “Levels of Service” (LOS) A through F are used, with LOS A indicating very good
operation and LOS F indicating poor operation. Levels of service at signalized and
unsignalized intersections are closely associated with vehicle delays experienced in
seconds per vehicle. More complete level of service definitions and delay data for signal
and stop sign controlled intersections are contained in the following table for reference.
Level
of Service
Rating
Delay in seconds per vehicle (a) Definition
Signalized
Unsignalized
A
0.0 to 10.0
0.0 to 10.0
Low vehicular traffic volumes; primarily free flow operations. Density is
low and vehicles can freely maneuver within the traffic stream. Drivers
are able to maintain their desired speeds with little or no delay.
B
10.1 to 20.0
10.1 to 15.0
Stable vehicular traffic volume flow with potential for some restriction
of operating speeds due to traffic conditions. Vehicle maneuvering is
only slightly restricted. The stopped delays are not bothersome and
drivers are not subject to appreciable tension.
C
20.1 to 35.0
15.1 to 25.0
Stable traffic operations, however the ability for vehicles to maneuver is
more restricted by the increase in traffic volumes. Relatively satisfactory
operating speeds prevail, but adverse signal coordination or longer
vehicle queues cause delays along the corridor.
D
35.1 to 55.0
25.1 to 35.0
Approaching unstable vehicular traffic flow where small increases in
volume could cause substantial delays. Most drivers are restricted in
ability to maneuver and selection of travel speeds due to congestion.
Driver comfort and convenience are low, but tolerable.
E
55.1 to 80.0
35.1 to 50.0
Traffic operations characterized by significant approach delays and
average travel speeds of one-half to one-third the free flow speed.
Vehicular flow is unstable and there is potential for stoppages of brief
duration. High signal density, extensive vehicle queuing, or corridor
signal progression/timing are the typical causes of vehicle delays at
signalized corridors.
F
> 80.0
> 50.0
Forced vehicular traffic flow and operations with high approach delays
at critical intersections. Vehicle speeds are reduced substantially, and
stoppages may occur for short or long periods of time because of
downstream congestion.
(a) Delay ranges based on Highway Capacity Manual (6th Edition, 2016) criteria.
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Existing
Traffic Data
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
0
0
00002000
0 0
Peak Hr 0 2 0 0 2 0 2
2 3 0 5 0 0Count Total 0 3 0 0 3 0
0 0 00030308:45 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:15 AM 0 2 0 0 2 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0
7:30 AM 0 0 0 0 0 0 2 0
0 0 0 0 0 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 2 0
--0%HV%-----
0 0
7:15 AM 0 1 0 0 1 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 0 0
2
0 1 1 0 0 0002000
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%----50%100%--
Peak
Hour
All 0 0 0
0 0 0 1 1 0
0 0 0 0 2 0000000
0 4 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 3 0 0 0 0 5 0
0 2000000000000
0 0 0 0 4
8:45 AM 0 0 0 0
0 0 0 0 0 0
2 4
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0020000
0 0 0 0 3
8:15 AM 0 0 0 0
0 0 0 0 0 0
2 3
8:00 AM 0 0 0 0 0 0 0
1 1 0 0 0 0000000
0 0 0 0 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
1 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0010000
0 0 0 0 0
7:15 AM 0 0 0 0
0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
n/a Hibdon Ct Mason St Mason St 15-min
TotalUTLTTHRT
SB --
TOTAL 50.0%0.50
TH RTUTLTTHRTUTLT
WB 100.0%0.25
NB 0.0%0.25
Peak Hour: 7:30 AM 8:30 AM
HV %:PHF
EB --
Date: 12/07/2022
Peak Hour Count Period: 7:00 AM 9:00 AMN
Mason St
Hibdon Ct
Hibdon Ct
Ma
s
o
n
S
t
Ma
s
o
n
S
t
4TEV:
0.5PHF:
0 0
0 1
0
0
2 2
10
11
22
0
0 0
00
0
2
0
0
0 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 2 0000000Peak Hour 0 0 0 2 0
3 0 0 0 5 0Count Total 0 0 0 2 0 0 0 0
3030003
0 0
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 2
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 08:15 AM 0 0 0 0 0
0 0 0 0 0 2
2
8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
2 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 2 0 0
0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
7:00 AM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
2 0
Interval
Start
n/a Hibdon Ct Mason St Mason St 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0020000
0 0 0 3 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 3 0
0 2000000000000
0 0 0 0 2
8:45 AM 0 0 0 0
0 0 0 0 0 0
2 2
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0020000
0 0 0 0 1
8:15 AM 0 0 0 0
0 0 0 0 0 0
0 1
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
1 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0010000
0 0 0 0 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
n/a Hibdon Ct Mason St Mason St 15-min
Total
Rolling
One HourEastboundWestbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
0
0
00113000
0 0
Peak Hr 0 2 0 1 3 0 1
1 1 1 3 0 0Count Total 0 2 0 1 3 0
0 0 00000005:45 PM 0 0 0 0 0
0 0 0 0 0 0
0
5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 0 0 0 0 0 0
0 0 1 0 1 0
0 0 0
0
4:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 2 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
1 1 0
---HV%-----
0 0
4:15 PM 0 1 0 0 1 0 0
1 0 0 1 0 0
West North South
4:00 PM 0 1 0
0
0 0 7 0 3 40012060
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-0%25%-9%0%-33%
Peak
Hour
All 0 0 0
10 0 0 1 7 0
0 0 1 0 3 0020000
0 32 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 16 0 4 7 0 45 0
3 13100000010100
0 1 0 3 19
5:45 PM 0 0 0 0
1 0 0 0 0 0
5 27
5:30 PM 0 0 0 0 0 1 0
0 0 0 1 2 0000200
0 0 0 2 29
5:15 PM 0 0 0 0
0 0 0 0 0 0
9 32
5:00 PM 0 0 0 0 0 2 0
0 2 0 1 0 0060000
2 2 0 11 0
4:45 PM 0 0 0 0
2 0 0 0 2 0
7 0
4:30 PM 0 0 0 0 0 3 0
0 0 0 0 1 0030300
0 1 0 5 0
4:15 PM 0 0 0 0
1 0 0 0 3 04:00 PM 0 0 0 0 0 0 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
n/a Hibdon Ct Mason St Mason St 15-min
TotalUTLTTHRT
SB 14.3%0.44
TOTAL 9.4%0.73
TH RTUTLTTHRTUTLT
WB 11.1%0.75
NB 0.0%0.58
Peak Hour: 4:00 PM 5:00 PM
HV %:PHF
EB --
Date: 12/07/2022
Peak Hour Count Period: 4:00 PM 6:00 PMN
Mason St
Hibdon Ct
Hibdon Ct
Ma
s
o
n
S
t
Ma
s
o
n
S
t
32TEV:
0.73PHF:
4 3
7 6
0
6
12 18
100
70
716
0
1 0
01
0
1
0
0
0 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 3 0001001Peak Hour 0 0 0 1 0
0 0 1 0 3 0Count Total 0 0 0 1 0 0 0 1
0000000
0 1
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 2
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 05:15 PM 0 0 0 0 0
0 0 0 0 0 2
3
5:00 PM 0 0 0 0 0 0 0 0
1 0 0 0 0 1
1 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 1
Westbound Northbound Southbound
LT TH RT LT TH RT LT
3 0
Interval
Start
n/a Hibdon Ct Mason St Mason St 15-min
Total
Rolling
One HourEastbound
0 0 0 0 1 0000200
0 1 0 3 0
Peak Hour 0 0 0 0
2 0 0 0 0 0Count Total 0 0 0 0 0 0 0
0 0000000000000
0 0 0 0 0
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 1
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 3
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000100
0 1 0 2 0
4:15 PM 0 0 0 0
1 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
n/a Hibdon Ct Mason St Mason St 15-min
Total
Rolling
One HourEastboundWestbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
2
3
1
0
1
2
4
7
20
40000040
1 0
Peak Hour 3 0 48 66 117 0 0
0 1 2 3 5 14Count Total 5 0 102 119 226 0
4 1 00010128:45 AM 0 0 10 20 30
0 0 2 2 0 0
0
8:30 AM 2 0 14 14 30 0 0 0
0 0 0 0 2 0
0 0
8:15 AM 1 0 16 18 35 0 0
0 0 0 0 0 1
0 0 0
8:00 AM 0 0 8 21 29 0
0 0 0 0 0 0
1 0 0
0
7:30 AM 1 0 13 12 26 0 0 0
0 2 2 0 3 0
15 26 0
EB WB NB SB Total East
7:45 AM 1 0 11 15 27
0 0 0
0%9%9%HV%-25%0%29%-
0 0
7:15 AM 0 0 19 4 23 0 0
0 0 0 0 1 1
West North South
7:00 AM 0 0 11
0
11 514 0 0 0 866700003
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
---7%33%8%---
Peak
Hour
All 0 4 1
1 4 16 963 0 1
0 0 63 3 117 00001470
9 1,415 0
HV 0 1 0 2 0
Count Total 0 8 2 10 0 1 0 0 1,567 19 2,592 0
346 1,3081390101964010102
0 188 2 316 1,384
8:45 AM 0 1 1 0
0 1 1 120 0 0
353 1,415
8:30 AM 0 2 0 2 0 0 0
139 0 0 0 205 3000002
0 160 1 293 1,352
8:15 AM 0 0 1 3
0 1 5 123 0 0
422 1,284
8:00 AM 0 1 0 2 0 0 0
140 0 0 0 271 2000024
0 230 3 347 0
7:45 AM 0 1 0 2
0 0 0 112 0 0
290 0
7:30 AM 0 2 0 0 0 0 0
104 0 0 0 182 1000001
0 135 3 225 0
7:15 AM 0 1 0 1
0 0 1 86 0 07:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Hibdon Ct Driveway College Ave College Ave 15-min
TotalUTLTTHRT
Date: 12/07/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 7.5%0.80
TOTAL 8.3%0.84
TH RT
WB --
NB 9.1%0.90
Peak Hour: 7:30 AM 8:30 AM
HV %:PHF
EB 25.0%0.75
0
0
0
0 0 0
000
0
0
0
0
0
4 0
N
College Ave
Hibdon Ct
Driveway
Co
l
l
e
g
e
A
v
e
Hibdon Ct
Co
l
l
e
g
e
A
v
e
1,415TEV:
0.84PHF:
9 86
6
0
87
5
51
8
0
0
0
0
0
10
0
51
411
52
8
87
6
3
7
1
4
12
20 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
000 0 0 0
0000
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
THLT
0000000
3 02010
0 0
0 0
Peak Hour
0 0Count Total
0
110010000
0 0
8:45 AM
0 0 0 0
0
8:30 AM
0000000
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2
8:00 AM
0000
0 0
7:45 AM
0 0 0 0
0
7:30 AM
20002007:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
117 0
Interval
Start
Hibdon Ct Driveway College Ave College Ave 15-min
Total
Rolling
One Hour
47 0 0 0 63 3000001
RTTHLT RTTHLTRT
0 115 4 226 0
Peak Hour 0 1 0 2
0 0 2 100 0 0Count Total 0 1 0 4 0 0 0
30 12410000200000000
0 14 0 30 121
8:45 AM 0 0 0 0
0 0 1 13 0 0
35 117
8:30 AM 0 0 0 2 0 0 0
15 0 0 0 16 2000001
0 21 0 29 105
8:15 AM 0 0 0 1
0 0 0 8 0 0
27 102
8:00 AM 0 0 0 0 0 0 0
11 0 0 0 14 1000000
0 12 0 26 0
7:45 AM 0 0 0 1
0 0 0 13 0 0
23 0
7:30 AM 0 1 0 0 0 0 0
19 0 0 0 3 1000000
0 15 0 26 0
7:15 AM 0 0 0 0
0 0 0 11 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Hibdon Ct Driveway College Ave College Ave 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
9
2
4
2
3
2
3
8
33
110224470
1 4
Peak Hour 0 0 38 42 80 0 0
0 2 2 4 7 21Count Total 0 0 82 81 163 0
4 0 40000005:45 PM 0 0 2 5 7
0 0 1 2 0 0
0
5:30 PM 0 0 13 10 23 0 0 0
0 0 0 1 1 0
0 0
5:15 PM 0 0 7 11 18 0 0
0 0 1 1 0 3
2 0 0
5:00 PM 0 0 4 6 10 0
0 0 1 0 1 0
2 0 0
0
4:30 PM 0 0 13 11 24 0 0 0
1 0 1 2 0 0
13 35 0
EB WB NB SB Total East
4:45 PM 0 0 7 14 21
1 1 2
0%4%4%HV%-0%-0%-
1 0
4:15 PM 0 0 14 11 25 0 0
0 0 0 0 1 7
West North South
4:00 PM 0 0 22
0
25 1,054 0 2 1 8281000012
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
-0%0%5%0%4%--0%
Peak
Hour
All 0 5 0
1 7 43 2,034 1 2
0 0 42 0 80 00001370
15 1,943 0
HV 0 0 0 0 0
Count Total 0 11 0 22 0 0 0 1 1,586 27 3,735 0
383 1,8042061001653000002
0 200 4 475 1,915
5:45 PM 0 2 0 4
0 1 5 261 0 0
470 1,934
5:30 PM 0 1 0 3 0 0 0
263 0 0 0 196 2000024
0 197 2 476 1,943
5:15 PM 0 1 0 2
0 0 8 267 0 0
494 1,931
5:00 PM 0 0 0 2 0 0 0
259 0 2 0 221 3000102
1 211 4 494 0
4:45 PM 0 2 0 4
0 0 7 266 0 0
479 0
4:30 PM 0 1 0 4 0 0 0
262 0 0 0 199 6000028
0 197 3 464 0
4:15 PM 0 2 0 0
0 2 7 250 0 04:00 PM 0 2 0 3 0 0 0
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Hibdon Ct Driveway College Ave College Ave 15-min
TotalUTLTTHRT
Date: 12/07/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 5.0%0.94
TOTAL 4.1%0.98
TH RT
WB 0.0%0.25
NB 3.5%0.98
Peak Hour: 4:15 PM 5:15 PM
HV %:PHF
EB 0.0%0.63
0
0
0
0 1 1
020
0
0
0
0
0
7 4
N
College Ave
Hibdon Ct
Driveway
Co
l
l
e
g
e
A
v
e
Hibdon Ct
Co
l
l
e
g
e
A
v
e
1,943TEV:
0.98PHF:
15 82
8
1
84
6
1,
0
6
2
2
1
0
0
1
10
0
1,
0
5
4
25
1,
0
8
1
84
0
2
10
0
5
15
40 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
1 0
0 0 0
1 0 0
0 0 0
0 0 0
000 0 0 0
000 0 0 0
0000
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
THLT
4011002
4 00020
0 0
0 0
Peak Hour
1 1Count Total
0
100000000
0 2
5:45 PM
0 0 0 0
3
5:30 PM
0000000
1 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3
5:00 PM
1001
1 0
4:45 PM
0 0 0 0
0
4:30 PM
10000014:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
80 0
Interval
Start
Hibdon Ct Driveway College Ave College Ave 15-min
Total
Rolling
One Hour
37 0 0 0 42 0000001
RTTHLT RTTHLTRT
0 81 0 163 0
Peak Hour 0 0 0 0
0 0 2 80 0 0Count Total 0 0 0 0 0 0 0
7 58200050000000
0 10 0 23 72
5:45 PM 0 0 0 0
0 0 0 13 0 0
18 73
5:30 PM 0 0 0 0 0 0 0
7 0 0 0 11 0000000
0 6 0 10 80
5:15 PM 0 0 0 0
0 0 0 4 0 0
21 105
5:00 PM 0 0 0 0 0 0 0
7 0 0 0 14 0000000
0 11 0 24 0
4:45 PM 0 0 0 0
0 0 0 13 0 0
25 0
4:30 PM 0 0 0 0 0 0 0
13 0 0 0 11 0000001
0 13 0 35 0
4:15 PM 0 0 0 0
0 0 1 21 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Hibdon Ct Driveway College Ave College Ave 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
1
0
1
1
1
1
0
1
6
30000003
6 0
Peak Hr 4 5 0 3 12 0 0
1 0 2 7 0 0Count Total 9 7 0 4 20 4
0 1 04000408:45 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:30 AM 3 2 0 0 5 0 0 0
0 0 0 0 0 1
1 0
8:15 AM 1 2 0 2 5 0 0
0 0 0 0 0 0
0 1 0
8:00 AM 0 0 0 1 1 0
0 0 0 0 0 0
0 1 0
0
7:30 AM 1 0 0 0 1 0 0 0
0 0 1 0 0 0
0 3 0
EB WB NB SB Total East
7:45 AM 0 1 0 0 1
2 2 0
---HV%-0%3%--
1 0
7:15 AM 2 1 0 1 4 0 1
0 0 0 0 0 0
West North South
7:00 AM 2 1 0
0
0 0 0 0 5 000012710
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
--20%-100%4%-3%100%
Peak
Hour
All 0 1 136
1 0 0 0 0 0
0 1 0 2 12 0410000
2 272 0
HV 0 0 4 0 0
Count Total 0 1 238 0 1 0 211 6 0 3 461 0
50 2520000001023000
1 0 0 78 272
8:45 AM 0 0 26 0
0 0 0 0 0 0
58 254
8:30 AM 0 0 53 0 0 0 24
0 0 0 0 0 20024000
2 0 0 66 240
8:15 AM 0 0 32 0
0 0 0 0 0 0
70 209
8:00 AM 0 0 24 0 0 0 40
0 0 0 2 0 00039100
0 0 0 60 0
7:45 AM 0 1 27 0
0 0 0 0 0 0
44 0
7:30 AM 0 0 33 0 0 0 27
0 0 0 1 0 10020000
0 0 0 35 0
7:15 AM 0 0 22 0
0 0 0 0 0 07:00 AM 0 0 21 0 0 0 14
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Hickory St Hickory St N/A Mason St 15-min
TotalUTLTTHRT
SB 42.9%0.88
TOTAL 4.4%0.87
TH RTUTLTTHRTUTLT
WB 3.9%0.80
NB --
Peak Hour: 7:45 AM 8:45 AM
HV %:PHF
EB 2.9%0.65
Date: 12/07/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
0
0
0 0
0
0
3
0
0 0
N
Mason St
Hickory St
Hickory St
Ma
s
o
n
S
t
Hickory St
272TEV:
0.87PHF:
2 5
7 2
0
1
127 128
1410
136
1137
129 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0 0000000Peak Hour 0 0 0 0 0
0 0 0 2 7 0Count Total 3 1 0 0 1 0 0 0
4000004
0 0
8:45 AM 3 1 0 0 0 0 0
0 0 0 0 0 0
0 0 2
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 08:15 AM 0 0 0 0 0
0 0 0 0 0 3
3
8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
2 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 2
0 1 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 1
0 0 0 0 0 0
TH RT LT TH RT
7:00 AM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
12 0
Interval
Start
Hickory St Hickory St N/A Mason St 15-min
Total
Rolling
One HourEastbound
0 0 0 1 0 2004100
1 0 3 20 0
Peak Hour 0 0 4 0
1 0 0 0 0 0Count Total 0 0 9 0 0 0 6
0 11000000000000
0 0 0 5 12
8:45 AM 0 0 0 0
0 0 0 0 0 0
5 8
8:30 AM 0 0 3 0 0 0 2
0 0 0 0 0 2002000
1 0 0 1 7
8:15 AM 0 0 1 0
0 0 0 0 0 0
1 9
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000100
0 0 0 1 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
4 0
7:30 AM 0 0 1 0 0 0 0
0 0 0 0 0 1001000
0 0 0 3 0
7:15 AM 0 0 2 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 2 0 0 0 1
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Hickory St Hickory St N/A Mason St 15-min
Total
Rolling
One HourEastboundWestbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
2
1
1
1
0
7
2
14
31025101
3 1
Peak Hr 3 3 0 0 6 3 0
1 0 2 9 10 0Count Total 5 3 0 2 10 6
0 0 00100125:45 PM 0 0 0 0 0
0 2 6 0 1 0
0
5:30 PM 0 0 0 0 0 2 0 0
0 1 1 0 0 0
1 0
5:15 PM 1 1 0 0 2 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 0 0 0 0 0 0
1 0 0 0 1 1
0 0 1
0
4:30 PM 1 1 0 0 2 2 0 0
0 0 1 1 0 1
2 4 0
EB WB NB SB Total East
4:45 PM 1 1 0 0 2
1 3 0
---HV%-0%2%-0%
0 0
4:15 PM 0 0 0 0 0 1 0
0 0 0 0 0 0
West North South
4:00 PM 2 0 0
0
0 0 0 0 11 0010142100
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
--0%-0%2%-2%0%
Peak
Hour
All 0 1 167
18 0 0 0 0 0
0 0 0 0 6 0300000
2 334 0
HV 0 0 3 0 0
Count Total 0 3 272 0 1 0 294 19 0 6 613 0
62 2810001010037100
2 0 0 55 310
5:45 PM 0 0 22 0
2 0 0 0 0 0
85 334
5:30 PM 0 0 19 0 0 0 32
0 0 0 1 0 01039000
3 0 0 79 321
5:15 PM 0 0 44 0
2 0 0 0 0 0
91 332
5:00 PM 0 0 45 0 0 0 29
0 0 0 2 0 20038600
5 0 0 79 0
4:45 PM 0 0 43 0
2 0 0 0 0 0
72 0
4:30 PM 0 1 35 0 0 0 36
0 0 0 4 0 20040200
1 0 1 90 0
4:15 PM 0 0 24 0
3 0 0 0 0 04:00 PM 0 2 40 0 0 0 43
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Hickory St Hickory St N/A Mason St 15-min
TotalUTLTTHRT
SB 0.0%0.65
TOTAL 1.8%0.92
TH RTUTLTTHRTUTLT
WB 2.0%0.87
NB --
Peak Hour: 4:30 PM 5:30 PM
HV %:PHF
EB 1.8%0.93
Date: 12/07/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
2
1
2 0
0
0
1
1
0 1
N
Mason St
Hickory St
Hickory St
Ma
s
o
n
S
t
Hickory St
334TEV:
0.92PHF:
2 11
13 11
0
10
142 153
1791
167
1168
144 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
2 5 0000000Peak Hour 1 2 0 0 0
0 0 0 2 9 0Count Total 1 5 0 0 1 0 0 0
4000001
2 4
5:45 PM 0 0 0 0 1 0 0
0 0 0 0 0 0
1 1 5
5:30 PM 0 2 0 0 0 0
0 0 0 0 0 05:15 PM 0 0 0 0 0
0 0 0 0 0 5
5
5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 1
3 0
4:45 PM 1 0 0 0 0 0 0
0 0 0 0 0 1
0 1 0
4:30 PM 0 2 0 0 0 0
0 0 0 0 0 0
0 0 0 0
4:15 PM 0 1 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
6 0
Interval
Start
Hickory St Hickory St N/A Mason St 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0003000
1 0 1 10 0
Peak Hour 0 0 3 0
0 0 0 0 0 0Count Total 0 0 5 0 0 0 3
0 2000000000000
0 0 0 0 4
5:45 PM 0 0 0 0
0 0 0 0 0 0
2 6
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0001000
0 0 0 0 4
5:15 PM 0 0 1 0
0 0 0 0 0 0
2 8
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0001000
0 0 0 2 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0
4:30 PM 0 0 1 0 0 0 1
0 0 0 0 0 0000000
1 0 1 4 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 2 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Hickory St Hickory St N/A Mason St 15-min
Total
Rolling
One HourEastboundWestbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
2
0
0
1
5
4
4
16
60000222
2 0
Peak Hr 3 0 52 62 117 0 0
0 0 0 1 4 10Count Total 10 0 107 117 234 1
4 0 01000108:45 AM 0 0 8 21 29
0 0 2 2 0 0
0
8:30 AM 3 0 18 17 38 0 0 0
0 0 0 2 1 2
0 0
8:15 AM 1 0 18 17 36 0 0
0 0 0 0 0 1
0 0 0
8:00 AM 1 0 7 20 28 0
0 0 0 0 0 0
0 0 0
0
7:30 AM 1 0 14 11 26 0 0 0
0 0 0 0 2 0
14 28 0
EB WB NB SB Total East
7:45 AM 0 0 13 14 27
0 0 0
0%2%10%HV%-0%-3%-
0 0
7:15 AM 2 0 17 3 22 0 0
0 0 0 0 0 0
West North South
7:00 AM 2 0 12
0
85 512 0 0 0 8099100001
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
---8%0%7%---
Peak
Hour
All 0 25 0
0 2 141 940 0 0
0 0 62 0 117 00002500
50 1,573 0
HV 0 0 0 3 0
Count Total 0 53 0 186 0 0 0 0 1,468 88 2,878 0
370 1,467138000179130000012
0 183 8 384 1,563
8:45 AM 0 6 0 22
0 1 21 117 0 0
384 1,573
8:30 AM 0 15 0 39 0 0 0
136 0 0 0 197 70000015
0 143 17 329 1,505
8:15 AM 0 6 0 23
0 0 22 122 0 0
466 1,411
8:00 AM 0 6 0 19 0 0 0
138 0 0 0 254 130000132
0 215 13 394 0
7:45 AM 0 8 0 20
0 0 16 116 0 0
316 0
7:30 AM 0 5 0 29 0 0 0
98 0 0 0 172 100000015
0 125 7 235 0
7:15 AM 0 4 0 17
0 0 8 75 0 07:00 AM 0 3 0 17 0 0 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Hickory St N/A College Ave College Ave 15-min
TotalUTLTTHRT
SB 7.2%0.80
TOTAL 7.4%0.84
TH RTUTLTTHRTUTLT
WB --
NB 8.7%0.87
Peak Hour: 7:30 AM 8:30 AM
HV %:PHF
EB 2.6%0.85
Date: 12/07/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
0
0
0 0
00
2
0
2 2
N
College Ave
Hickory St
Co
l
l
e
g
e
A
v
e
Co
l
l
e
g
e
A
v
e
Hickory St
1,573TEV:
0.84PHF:
50 80
9
85
9
53
7
0
51
285
59
8
90
1
1
91
25116
135 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0 0000000Peak Hour 0 0 0 0 0
0 0 0 0 1 0Count Total 1 0 0 0 0 0 0 0
1000001
0 0
8:45 AM 1 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 08:15 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
7:00 AM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
117 0
Interval
Start
Hickory St N/A College Ave College Ave 15-min
Total
Rolling
One HourEastbound
50 0 0 0 62 0000002
0 116 1 234 0
Peak Hour 0 0 0 3
0 0 6 101 0 0Count Total 0 2 0 8 0 0 0
29 1318000210000000
0 17 0 38 129
8:45 AM 0 0 0 0
0 0 3 15 0 0
36 117
8:30 AM 0 1 0 2 0 0 0
16 0 0 0 17 0000002
0 20 0 28 103
8:15 AM 0 0 0 1
0 0 0 7 0 0
27 103
8:00 AM 0 0 0 1 0 0 0
13 0 0 0 14 0000000
0 11 0 26 0
7:45 AM 0 0 0 0
0 0 0 14 0 0
22 0
7:30 AM 0 0 0 1 0 0 0
16 0 0 0 3 0000001
0 13 1 28 0
7:15 AM 0 1 0 1
0 0 0 12 0 0
TH RT
7:00 AM 0 0 0 2 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Hickory St N/A College Ave College Ave 15-min
Total
Rolling
One HourEastboundWestbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
6
3
4
1
8
3
2
0
27
140011590
4 0
Peak Hr 5 0 58 49 112 0 0
0 0 1 1 8 15Count Total 6 0 87 80 173 0
0 0 00000005:45 PM 0 0 2 5 7
0 0 0 1 1 0
0
5:30 PM 0 0 13 11 24 0 0 0
0 0 0 2 1 0
3 0
5:15 PM 1 0 9 8 18 0 0
0 0 0 0 1 4
1 0 0
5:00 PM 0 0 5 7 12 0
0 0 0 0 0 0
1 0 0
0
4:30 PM 1 0 12 13 26 0 0 0
0 0 0 2 1 0
13 38 0
EB WB NB SB Total East
4:45 PM 1 0 9 13 23
1 1 3
0%3%5%HV%-2%-4%-
0 0
4:15 PM 0 0 15 10 25 0 0
0 0 0 0 0 6
West North South
4:00 PM 3 0 22
0
114 1,048 0 2 0 7919700003
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
-0%-6%0%5%---
Peak
Hour
All 0 66 0
0 9 224 2,008 0 3
0 0 49 0 112 00003550
54 2,175 0
HV 0 1 0 4 0
Count Total 0 113 0 198 0 0 0 0 1,524 103 4,182 0
441 2,00721700016190000130
0 193 15 503 2,125
5:45 PM 0 4 0 19
0 1 23 245 0 0
540 2,171
5:30 PM 0 14 0 12 0 0 0
246 0 0 0 198 140000230
0 181 11 523 2,158
5:15 PM 0 17 0 33
0 2 27 252 0 1
559 2,175
5:00 PM 0 12 0 37 0 0 0
247 0 0 0 220 100000229
0 201 15 549 0
4:45 PM 0 20 0 31
0 0 25 269 0 0
527 0
4:30 PM 0 14 0 25 0 0 0
266 0 0 0 188 130000027
0 182 16 540 0
4:15 PM 0 20 0 13
0 1 33 266 0 24:00 PM 0 12 0 28 0 0 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Hickory St N/A College Ave College Ave 15-min
TotalUTLTTHRT
SB 5.8%0.92
TOTAL 5.1%0.97
TH RTUTLTTHRTUTLT
WB --
NB 5.0%0.97
Peak Hour: 4:00 PM 5:00 PM
HV %:PHF
EB 3.1%0.80
Date: 12/07/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
0
0
0 1
00
0
0
9 5
N
College Ave
Hickory St
Co
l
l
e
g
e
A
v
e
Co
l
l
e
g
e
A
v
e
Hickory St
2,175TEV:
0.97PHF:
54 79
1
84
7
1,
1
1
6
2
1,
0
4
8
11
4
1,
1
6
5
89
1
3
97
66163
168 0
Garrett Strang
720-646-1008 garrett.strang@idax.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 1 0000001Peak Hour 0 0 0 0 0
0 0 1 0 1 0Count Total 0 0 0 0 0 0 0 0
0000000
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 05:15 PM 0 0 0 0 0
0 0 0 0 0 1
1
5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
112 0
Interval
Start
Hickory St N/A College Ave College Ave 15-min
Total
Rolling
One HourEastbound
55 0 0 0 49 0000003
0 79 1 173 0
Peak Hour 0 1 0 4
0 0 5 82 0 0Count Total 0 1 0 5 0 0 0
7 61200050000000
0 11 0 24 77
5:45 PM 0 0 0 0
0 0 1 12 0 0
18 79
5:30 PM 0 0 0 0 0 0 0
8 0 0 0 7 1000001
0 7 0 12 86
5:15 PM 0 0 0 1
0 0 0 5 0 0
23 112
5:00 PM 0 0 0 0 0 0 0
8 0 0 0 13 0000001
0 13 0 26 0
4:45 PM 0 0 0 1
0 0 1 11 0 0
25 0
4:30 PM 0 1 0 0 0 0 0
14 0 0 0 10 0000001
0 13 0 38 0
4:15 PM 0 0 0 0
0 0 0 22 0 0
TH RT
4:00 PM 0 0 0 3 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Hickory St N/A College Ave College Ave 15-min
Total
Rolling
One HourEastboundWestbound
Garrett Strang
720-646-1008 garrett.strang@idax.com
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Intersection Capacity Worksheets:
2022 Existing
HCM 6th TWSC 1: Mason St & Hibdon Ct
05/24/2023 2022 Existing - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 4.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 01100
Future Vol, veh/h 2 01100
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 25 25 25 25 92 92
Heavy Vehicles, % 100 100 0022
Mvmt Flow 8 04400
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 7 60080
Stage 1 6 -----
Stage 2 1 -----
Critical Hdwy 7.4 7.2 - - 4.12 -
Critical Hdwy Stg 1 6.4 -----
Critical Hdwy Stg 2 6.4 -----
Follow-up Hdwy 4.4 4.2 - - 2.218 -
Pot Cap-1 Maneuver 810 850 - - 1612 -
Stage 1 812 -----
Stage 2 817 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 810 850 - - 1612 -
Mov Cap-2 Maneuver 810 -----
Stage 1 812 -----
Stage 2 817 -----
Approach WB NB SB
HCM Control Delay, s 9.5 0 0
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 810 1612 -
HCM Lane V/C Ratio - - 0.01 - -
HCM Control Delay (s) - - 9.5 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC 2: North College Ave & Hibdon Ct
05/24/2023 2022 Existing - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 1700014514008669
Future Vol, veh/h 4 1700014514008669
Conflicting Peds, #/hr 0 00000400004
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 25 25 25 90 90 90 80 80 80
Heavy Vehicles, % 25 25 25 000999888
Mvmt Flow 5 1900016571001083 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1411 1696 551 1145 1701 286 1098 0 0 - - 0
Stage 1 1093 1093 - 603 603 -------
Stage 2 318 603 - 542 1098 -------
Critical Hdwy 8 7 7.4 7.5 6.5 6.9 4.28 -----
Critical Hdwy Stg 1 7 6 - 6.5 5.5 -------
Critical Hdwy Stg 2 7 6 - 6.5 5.5 -------
Follow-up Hdwy 3.75 4.25 3.55 3.5 4 3.3 2.29 -----
Pot Cap-1 Maneuver *125 93 423 258 114 *888 592 - - 0 - -
Stage 1 *192 244 - 774 692 ----0--
Stage 2 *782 647 - 497 291 ----0--
Platoon blocked, % 1 1 1 1 1 - - - -
Mov Cap-1 Maneuver *122 90 421 244 111 *888 590 -----
Mov Cap-2 Maneuver *122 90 - 244 111 -------
Stage 1 *186 243 - 753 673 -------
Stage 2 *761 629 - 483 290 -------
Approach EB WB NB SB
HCM Control Delay, s 24.8 0 0.3 0
HCM LOS C A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBT SBR
Capacity (veh/h)590 - - 198 - - -
HCM Lane V/C Ratio 0.026 - - 0.081 - - -
HCM Control Delay (s) 11.3 - - 24.8 0 - -
HCM Lane LOS B - - C A - -
HCM 95th %tile Q(veh) 0.1 - - 0.3 - - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/24/2023 2022 Existing - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 136 127 1 5 2
Future Vol, veh/h 1 136 127 1 5 2
Conflicting Peds, #/hr 3 00300
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 65 65 80 80 88 88
Heavy Vehicles, % 3 3 4 4 43 43
Mvmt Flow 2 209 159 1 6 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 163 0 - 0 376 163
Stage 1 - - - - 163 -
Stage 2 - - - - 213 -
Critical Hdwy 4.13 - - - 6.83 6.63
Critical Hdwy Stg 1 - - - - 5.83 -
Critical Hdwy Stg 2 - - - - 5.83 -
Follow-up Hdwy 2.227 - - - 3.887 3.687
Pot Cap-1 Maneuver 1410 - - - 552 785
Stage 1 - - - - 776 -
Stage 2 - - - - 734 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1406 - - - 548 783
Mov Cap-2 Maneuver - - - - 548 -
Stage 1 - - - - 772 -
Stage 2 - - - - 732 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 11.1
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1406 - - - 599
HCM Lane V/C Ratio 0.001 - - - 0.013
HCM Control Delay (s) 7.6 0 - - 11.1
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0
Timings 4: North College Ave & Hickory St
05/24/2023 2022 Existing - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)25 91 86 512 809 50
Future Volume (vph)25 91 86 512 809 50
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 6 2
Permitted Phases 4 6 2
Detector Phase 446622
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)30.0 30.0 50.0 50.0 50.0 50.0
Total Split (%)37.5% 37.5% 62.5% 62.5% 62.5% 62.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Max C-Max C-Max C-Max
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 47 (59%), Referenced to phase 2:SBT and 6:NBTL, Start of Red
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: North College Ave & Hickory St
Queues 4: North College Ave & Hickory St
05/24/2023 2022 Existing - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 29 107 99 589 1011 63
v/c Ratio 0.12 0.39 0.27 0.23 0.39 0.05
Control Delay 29.0 13.2 7.5 4.2 5.1 2.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.0 13.2 7.5 4.2 5.1 2.0
Queue Length 50th (ft) 14 8 11 34 68 1
Queue Length 95th (ft) 29 39 53 91 153 12
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 125 95
Base Capacity (vph) 558 543 369 2565 2613 1152
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.05 0.20 0.27 0.23 0.39 0.05
Intersection Summary
HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St
05/24/2023 2022 Existing - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 25 91 86 512 809 50
Future Volume (veh/h) 25 91 86 512 809 50
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1767 1767 1796 1796
Adj Flow Rate, veh/h 29 107 99 589 1011 62
Peak Hour Factor 0.85 0.85 0.87 0.87 0.80 0.80
Percent Heavy Veh, %339977
Cap, veh/h 183 143 416 2547 2590 1154
Arrive On Green 0.10 0.09 0.76 0.76 0.76 0.76
Sat Flow, veh/h 1767 1572 497 3445 3503 1520
Grp Volume(v), veh/h 29 107 99 589 1011 62
Grp Sat Flow(s),veh/h/ln 1767 1572 497 1678 1706 1520
Q Serve(g_s), s 1.2 5.3 6.8 4.1 8.1 0.8
Cycle Q Clear(g_c), s 1.2 5.3 14.9 4.1 8.1 0.8
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 183 143 416 2547 2590 1154
V/C Ratio(X) 0.16 0.75 0.24 0.23 0.39 0.05
Avail Cap(c_a), veh/h 563 482 416 2547 2590 1154
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 32.7 35.5 5.9 2.8 3.3 2.4
Incr Delay (d2), s/veh 0.4 7.5 1.3 0.2 0.4 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.5 2.3 0.7 0.8 1.6 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.1 43.0 7.2 3.0 3.7 2.5
LnGrp LOS C D AAAA
Approach Vol, veh/h 136 688 1073
Approach Delay, s/veh 40.9 3.6 3.7
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 67.2 12.8 67.2
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 42.5 24.5 42.5
Max Q Clear Time (g_c+I1), s 10.1 7.3 16.9
Green Ext Time (p_c), s 4.8 0.4 3.6
Intersection Summary
HCM 6th Ctrl Delay 6.3
HCM 6th LOS A
HCM 6th TWSC 1: Mason St & Hibdon Ct
05/24/2023 2022 Existing - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 12 60734
Future Vol, veh/h 12 60734
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 75 75 58 58 44 44
Heavy Vehicles, % 11 11 0 0 14 14
Mvmt Flow 16 8 0 12 7 9
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 29 6 0 0 12 0
Stage 1 6 -----
Stage 2 23 -----
Critical Hdwy 6.51 6.31 - - 4.24 -
Critical Hdwy Stg 1 5.51 -----
Critical Hdwy Stg 2 5.51 -----
Follow-up Hdwy 3.599 3.399 - - 2.326 -
Pot Cap-1 Maneuver 963 1051 - - 1532 -
Stage 1 994 -----
Stage 2 977 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 958 1051 - - 1532 -
Mov Cap-2 Maneuver 958 -----
Stage 1 994 -----
Stage 2 972 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 3.2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 987 1532 -
HCM Lane V/C Ratio - - 0.024 0.004 -
HCM Control Delay (s) - - 8.7 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC 2: North College Ave & Hibdon Ct
05/24/2023 2022 Existing - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 10 0 0 1 27 1054 0 3 828 15
Future Vol, veh/h 5 0 10 0 0 1 27 1054 0 3 828 15
Conflicting Peds, #/hr 0 00000704407
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 63 63 63 25 25 25 98 98 98 94 94 94
Heavy Vehicles, % 0 00000444555
Mvmt Flow 8 0 16 0 0 4 28 1076 0 3 881 16
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1496 2038 456 1583 2046 542 904 0 0 1080 0 0
Stage 1 902 902 - 1136 1136 -------
Stage 2 594 1136 - 447 910 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.2 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.25 - -
Pot Cap-1 Maneuver *292 *87 557 *230 *86 *643 736 - - *944 - -
Stage 1 *303 *359 - *606 *531 -------
Stage 2 *606 *531 - *566 *356 -------
Platoon blocked, % 1 1 1 1 1 - - 1 - -
Mov Cap-1 Maneuver *279 *83 553 *215 *81 *641 731 - - *941 - -
Mov Cap-2 Maneuver *279 *83 - *215 *81 -------
Stage 1 *289 *354 - *581 *509 -------
Stage 2 *580 *509 - *546 *351 -------
Approach EB WB NB SB
HCM Control Delay, s 14.2 10.7 0.3 0
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)731 - - 417 641 * 941 - -
HCM Lane V/C Ratio 0.038 - - 0.057 0.006 0.003 - -
HCM Control Delay (s) 10.1 - - 14.2 10.7 8.8 - -
HCM Lane LOS B - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/24/2023 2022 Existing - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 167 142 10 11 2
Future Vol, veh/h 1 167 142 10 11 2
Conflicting Peds, #/hr 1 00110
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 87 87 65 65
Heavy Vehicles, % 2 22200
Mvmt Flow 1 180 163 11 17 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 175 0 - 0 353 170
Stage 1 - - - - 170 -
Stage 2 - - - - 183 -
Critical Hdwy 4.12 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.218 - - - 3.5 3.3
Pot Cap-1 Maneuver 1401 - - - 649 879
Stage 1 - - - - 865 -
Stage 2 - - - - 853 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1400 - - - 647 878
Mov Cap-2 Maneuver - - - - 647 -
Stage 1 - - - - 863 -
Stage 2 - - - - 852 -
Approach EB WB SB
HCM Control Delay, s 0 0 10.5
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1400 - - - 674
HCM Lane V/C Ratio 0.001 - - - 0.03
HCM Control Delay (s) 7.6 0 - - 10.5
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.1
Timings 4: North College Ave & Hickory St
05/24/2023 2022 Existing - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)66 97 117 1048 791 54
Future Volume (vph)66 97 117 1048 791 54
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Detector Phase 442266
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)31.0 31.0 74.0 74.0 74.0 74.0
Total Split (%)29.5% 29.5% 70.5% 70.5% 70.5% 70.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Max C-Max C-Max C-Max
Intersection Summary
Cycle Length: 105
Actuated Cycle Length: 105
Offset: 64 (61%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: North College Ave & Hickory St
Queues 4: North College Ave & Hickory St
05/24/2023 2022 Existing - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 83 121 121 1080 860 59
v/c Ratio 0.40 0.43 0.27 0.41 0.33 0.05
Control Delay 46.7 12.2 6.0 4.9 4.4 1.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.7 12.2 6.0 4.9 4.4 1.3
Queue Length 50th (ft) 53 0 17 94 68 0
Queue Length 95th (ft) 81 35 57 188 140 12
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 125 95
Base Capacity (vph) 442 472 449 2665 2640 1138
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.19 0.26 0.27 0.41 0.33 0.05
Intersection Summary
HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St
05/24/2023 2022 Existing - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 66 97 117 1048 791 54
Future Volume (veh/h) 66 97 117 1048 791 54
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1826 1826 1811 1811
Adj Flow Rate, veh/h 82 121 121 1080 860 59
Peak Hour Factor 0.80 0.80 0.97 0.97 0.92 0.92
Percent Heavy Veh, %335566
Cap, veh/h 192 156 493 2729 2707 1200
Arrive On Green 0.11 0.10 0.79 0.79 0.79 0.79
Sat Flow, veh/h 1767 1572 593 3561 3532 1526
Grp Volume(v), veh/h 82 121 121 1080 860 59
Grp Sat Flow(s),veh/h/ln 1767 1572 593 1735 1721 1526
Q Serve(g_s), s 4.6 7.9 7.7 10.1 7.5 0.9
Cycle Q Clear(g_c), s 4.6 7.9 15.1 10.1 7.5 0.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 192 156 493 2729 2707 1200
V/C Ratio(X) 0.43 0.78 0.25 0.40 0.32 0.05
Avail Cap(c_a), veh/h 446 382 493 2729 2707 1200
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 43.7 46.2 5.3 3.5 3.2 2.5
Incr Delay (d2), s/veh 1.5 8.0 1.2 0.4 0.3 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.1 3.4 0.9 2.4 1.8 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.2 54.2 6.5 3.9 3.5 2.6
LnGrp LOS D D AAAA
Approach Vol, veh/h 203 1201 919
Approach Delay, s/veh 50.6 4.2 3.4
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 89.1 15.9 89.1
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 66.5 25.5 66.5
Max Q Clear Time (g_c+I1), s 17.1 9.9 9.5
Green Ext Time (p_c), s 6.8 0.6 4.0
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Intersection Capacity Worksheets:
Year 2025 Background
HCM 6th TWSC 1: Mason St & Hibdon Ct
05/24/2023 2025 Background - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 4.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 01100
Future Vol, veh/h 2 01100
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 25 25 25 25 92 92
Heavy Vehicles, % 100 100 0022
Mvmt Flow 8 04400
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 7 60080
Stage 1 6 -----
Stage 2 1 -----
Critical Hdwy 7.4 7.2 - - 4.12 -
Critical Hdwy Stg 1 6.4 -----
Critical Hdwy Stg 2 6.4 -----
Follow-up Hdwy 4.4 4.2 - - 2.218 -
Pot Cap-1 Maneuver 810 850 - - 1612 -
Stage 1 812 -----
Stage 2 817 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 810 850 - - 1612 -
Mov Cap-2 Maneuver 810 -----
Stage 1 812 -----
Stage 2 817 -----
Approach WB NB SB
HCM Control Delay, s 9.5 0 0
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 810 1612 -
HCM Lane V/C Ratio - - 0.01 - -
HCM Control Delay (s) - - 9.5 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC 2: North College Ave & Hibdon Ct
05/24/2023 2025 Background - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 1700014530008909
Future Vol, veh/h 4 1700014530008909
Conflicting Peds, #/hr 0 00000400004
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 25 25 25 90 90 90 80 80 80
Heavy Vehicles, % 25 25 25 000999888
Mvmt Flow 5 1900016589001113 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1450 1744 566 1178 1749 295 1128 0 0 - - 0
Stage 1 1123 1123 - 621 621 -------
Stage 2 327 621 - 557 1128 -------
Critical Hdwy 8 7 7.4 7.5 6.5 6.9 4.28 -----
Critical Hdwy Stg 1 7 6 - 6.5 5.5 -------
Critical Hdwy Stg 2 7 6 - 6.5 5.5 -------
Follow-up Hdwy 3.75 4.25 3.55 3.5 4 3.3 2.29 -----
Pot Cap-1 Maneuver *114 85 413 241 105 *888 576 - - 0 - -
Stage 1 *183 235 - 751 677 ----0--
Stage 2 *782 631 - 487 282 ----0--
Platoon blocked, % 1 1 1 1 1 - - - -
Mov Cap-1 Maneuver *111 82 411 228 102 *888 574 -----
Mov Cap-2 Maneuver *111 82 - 228 102 -------
Stage 1 *177 234 - 730 658 -------
Stage 2 *760 614 - 473 281 -------
Approach EB WB NB SB
HCM Control Delay, s 26.4 0 0.3 0
HCM LOS D A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBT SBR
Capacity (veh/h)574 - - 184 - - -
HCM Lane V/C Ratio 0.027 - - 0.087 - - -
HCM Control Delay (s) 11.4 - - 26.4 0 - -
HCM Lane LOS B - - D A - -
HCM 95th %tile Q(veh) 0.1 - - 0.3 - - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/24/2023 2025 Background - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 140 131 1 5 2
Future Vol, veh/h 1 140 131 1 5 2
Conflicting Peds, #/hr 3 00300
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 65 65 80 80 88 88
Heavy Vehicles, % 3 3 4 4 43 43
Mvmt Flow 2 215 164 1 6 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 168 0 - 0 387 168
Stage 1 - - - - 168 -
Stage 2 - - - - 219 -
Critical Hdwy 4.13 - - - 6.83 6.63
Critical Hdwy Stg 1 - - - - 5.83 -
Critical Hdwy Stg 2 - - - - 5.83 -
Follow-up Hdwy 2.227 - - - 3.887 3.687
Pot Cap-1 Maneuver 1404 - - - 544 780
Stage 1 - - - - 771 -
Stage 2 - - - - 729 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1400 - - - 540 778
Mov Cap-2 Maneuver - - - - 540 -
Stage 1 - - - - 767 -
Stage 2 - - - - 727 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 11.2
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1400 - - - 592
HCM Lane V/C Ratio 0.001 - - - 0.013
HCM Control Delay (s) 7.6 0 - - 11.2
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0
Timings 4: North College Ave & Hickory St
05/24/2023 2025 Background - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)26 94 89 528 834 52
Future Volume (vph)26 94 89 528 834 52
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 6 2
Permitted Phases 4 6 2
Detector Phase 446622
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)30.0 30.0 50.0 50.0 50.0 50.0
Total Split (%)37.5% 37.5% 62.5% 62.5% 62.5% 62.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Max C-Max C-Max C-Max
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 47 (59%), Referenced to phase 2:SBT and 6:NBTL, Start of Red
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: North College Ave & Hickory St
Queues 4: North College Ave & Hickory St
05/24/2023 2025 Background - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 31 111 102 607 1043 65
v/c Ratio 0.13 0.41 0.29 0.24 0.40 0.06
Control Delay 29.0 15.3 8.0 4.3 5.2 2.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.0 15.3 8.0 4.3 5.2 2.1
Queue Length 50th (ft) 15 13 12 35 72 1
Queue Length 95th (ft) 30 44 56 94 158 13
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 125 95
Base Capacity (vph) 558 538 354 2560 2608 1150
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.06 0.21 0.29 0.24 0.40 0.06
Intersection Summary
HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St
05/24/2023 2025 Background - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 26 94 89 528 834 52
Future Volume (veh/h) 26 94 89 528 834 52
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1767 1767 1796 1796
Adj Flow Rate, veh/h 31 111 102 607 1042 65
Peak Hour Factor 0.85 0.85 0.87 0.87 0.80 0.80
Percent Heavy Veh, %339977
Cap, veh/h 189 148 402 2537 2579 1149
Arrive On Green 0.11 0.09 0.76 0.76 0.76 0.76
Sat Flow, veh/h 1767 1572 481 3445 3503 1520
Grp Volume(v), veh/h 31 111 102 607 1042 65
Grp Sat Flow(s),veh/h/ln 1767 1572 481 1678 1706 1520
Q Serve(g_s), s 1.3 5.5 7.6 4.3 8.6 0.9
Cycle Q Clear(g_c), s 1.3 5.5 16.2 4.3 8.6 0.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 189 148 402 2537 2579 1149
V/C Ratio(X) 0.16 0.75 0.25 0.24 0.40 0.06
Avail Cap(c_a), veh/h 563 482 402 2537 2579 1149
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 32.5 35.3 6.3 2.9 3.4 2.5
Incr Delay (d2), s/veh 0.4 7.4 1.5 0.2 0.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 2.4 0.8 0.8 1.7 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.9 42.7 7.8 3.1 3.9 2.6
LnGrp LOS C D AAAA
Approach Vol, veh/h 142 709 1107
Approach Delay, s/veh 40.5 3.8 3.8
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 67.0 13.0 67.0
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 42.5 24.5 42.5
Max Q Clear Time (g_c+I1), s 10.6 7.5 18.2
Green Ext Time (p_c), s 5.0 0.4 3.8
Intersection Summary
HCM 6th Ctrl Delay 6.5
HCM 6th LOS A
HCM 6th TWSC 1: Mason St & Hibdon Ct
05/24/2023 2025 Background - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 12 60734
Future Vol, veh/h 12 60734
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 75 75 58 58 44 44
Heavy Vehicles, % 11 11 0 0 14 14
Mvmt Flow 16 8 0 12 7 9
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 29 6 0 0 12 0
Stage 1 6 -----
Stage 2 23 -----
Critical Hdwy 6.51 6.31 - - 4.24 -
Critical Hdwy Stg 1 5.51 -----
Critical Hdwy Stg 2 5.51 -----
Follow-up Hdwy 3.599 3.399 - - 2.326 -
Pot Cap-1 Maneuver 963 1051 - - 1532 -
Stage 1 994 -----
Stage 2 977 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 958 1051 - - 1532 -
Mov Cap-2 Maneuver 958 -----
Stage 1 994 -----
Stage 2 972 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 3.2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 987 1532 -
HCM Lane V/C Ratio - - 0.024 0.004 -
HCM Control Delay (s) - - 8.7 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC 2: North College Ave & Hibdon Ct
05/24/2023 2025 Background - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 10 0 0 1 28 1086 0 3 853 15
Future Vol, veh/h 5 0 10 0 0 1 28 1086 0 3 853 15
Conflicting Peds, #/hr 0 00000704407
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 63 63 63 25 25 25 98 98 98 94 94 94
Heavy Vehicles, % 0 00000444555
Mvmt Flow 8 0 16 0 0 4 29 1108 0 3 907 16
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1540 2098 469 1630 2106 558 930 0 0 1112 0 0
Stage 1 928 928 - 1170 1170 -------
Stage 2 612 1170 - 460 936 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.2 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.25 - -
Pot Cap-1 Maneuver *259 *76 546 *201 *74 *643 719 - - *944 - -
Stage 1 *292 *349 - *606 *531 -------
Stage 2 *606 *531 - *556 *346 -------
Platoon blocked, % 1 1 1 1 1 - - 1 - -
Mov Cap-1 Maneuver *246 *71 542 *188 *70 *641 714 - - *941 - -
Mov Cap-2 Maneuver *246 *71 - *188 *70 -------
Stage 1 *278 *344 - *580 *507 -------
Stage 2 *578 *507 - *536 *341 -------
Approach EB WB NB SB
HCM Control Delay, s 14.9 10.7 0.3 0
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)714 - - 387 641 * 941 - -
HCM Lane V/C Ratio 0.04 - - 0.062 0.006 0.003 - -
HCM Control Delay (s) 10.3 - - 14.9 10.7 8.8 - -
HCM Lane LOS B - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/24/2023 2025 Background - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 172 146 10 11 2
Future Vol, veh/h 1 172 146 10 11 2
Conflicting Peds, #/hr 1 00110
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 87 87 65 65
Heavy Vehicles, % 2 22200
Mvmt Flow 1 185 168 11 17 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 180 0 - 0 363 175
Stage 1 - - - - 175 -
Stage 2 - - - - 188 -
Critical Hdwy 4.12 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.218 - - - 3.5 3.3
Pot Cap-1 Maneuver 1396 - - - 640 874
Stage 1 - - - - 860 -
Stage 2 - - - - 849 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1395 - - - 638 873
Mov Cap-2 Maneuver - - - - 638 -
Stage 1 - - - - 858 -
Stage 2 - - - - 848 -
Approach EB WB SB
HCM Control Delay, s 0 0 10.6
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1395 - - - 666
HCM Lane V/C Ratio 0.001 - - - 0.03
HCM Control Delay (s) 7.6 0 - - 10.6
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.1
Timings 4: North College Ave & Hickory St
05/24/2023 2025 Background - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)68 100 121 1080 815 56
Future Volume (vph)68 100 121 1080 815 56
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Detector Phase 442266
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)31.0 31.0 74.0 74.0 74.0 74.0
Total Split (%)29.5% 29.5% 70.5% 70.5% 70.5% 70.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Max C-Max C-Max C-Max
Intersection Summary
Cycle Length: 105
Actuated Cycle Length: 105
Offset: 64 (61%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: North College Ave & Hickory St
Queues 4: North College Ave & Hickory St
05/24/2023 2025 Background - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 85 125 125 1113 886 61
v/c Ratio 0.40 0.44 0.29 0.42 0.34 0.05
Control Delay 46.9 12.1 6.3 5.0 4.5 1.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.9 12.1 6.3 5.0 4.5 1.3
Queue Length 50th (ft) 54 0 18 98 71 0
Queue Length 95th (ft) 82 35 60 196 145 12
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 125 95
Base Capacity (vph) 442 475 436 2663 2638 1138
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.19 0.26 0.29 0.42 0.34 0.05
Intersection Summary
HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St
05/24/2023 2025 Background - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 68 100 121 1080 815 56
Future Volume (veh/h) 68 100 121 1080 815 56
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1826 1826 1811 1811
Adj Flow Rate, veh/h 85 125 125 1113 886 61
Peak Hour Factor 0.80 0.80 0.97 0.97 0.92 0.92
Percent Heavy Veh, %335566
Cap, veh/h 197 160 478 2720 2697 1196
Arrive On Green 0.11 0.10 0.78 0.78 0.78 0.78
Sat Flow, veh/h 1767 1572 578 3561 3532 1526
Grp Volume(v), veh/h 85 125 125 1113 886 61
Grp Sat Flow(s),veh/h/ln 1767 1572 578 1735 1721 1526
Q Serve(g_s), s 4.7 8.1 8.4 10.7 7.9 0.9
Cycle Q Clear(g_c), s 4.7 8.1 16.3 10.7 7.9 0.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 197 160 478 2720 2697 1196
V/C Ratio(X) 0.43 0.78 0.26 0.41 0.33 0.05
Avail Cap(c_a), veh/h 446 382 478 2720 2697 1196
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 43.6 46.0 5.7 3.6 3.3 2.6
Incr Delay (d2), s/veh 1.5 8.0 1.3 0.5 0.3 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.2 3.6 1.0 2.6 1.9 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 54.0 7.0 4.1 3.6 2.6
LnGrp LOS D D AAAA
Approach Vol, veh/h 210 1238 947
Approach Delay, s/veh 50.4 4.4 3.6
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 88.8 16.2 88.8
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 66.5 25.5 66.5
Max Q Clear Time (g_c+I1), s 18.3 10.1 9.9
Green Ext Time (p_c), s 7.1 0.6 4.1
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Intersection Capacity Worksheets:
Year 2045 Background
HCM 6th TWSC 1: Mason St & Hibdon Court
05/23/2023 2045 Bkgrd - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 01100
Future Vol, veh/h 2 01100
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 25 25 25 25 92 92
Heavy Vehicles, % 2 20022
Mvmt Flow 8 04400
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 7 60080
Stage 1 6 -----
Stage 2 1 -----
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 1014 1077 - - 1612 -
Stage 1 1017 -----
Stage 2 1022 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1014 1077 - - 1612 -
Mov Cap-2 Maneuver 1014 -----
Stage 1 1017 -----
Stage 2 1022 -----
Approach WB NB SB
HCM Control Delay, s 8.6 0 0
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 1014 1612 -
HCM Lane V/C Ratio - - 0.008 - -
HCM Control Delay (s) - - 8.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive
05/23/2023 2045 Bkgrd - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 1 10 0 0 0 15 615 0 0 1040 10
Future Vol, veh/h 5 1 10 0 0 0 15 615 0 0 1040 10
Conflicting Peds, #/hr 0 00000400004
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 80 80 80
Heavy Vehicles, % 10 10 10 000999888
Mvmt Flow 7 1 13 0 0 0 17 683 0 0 1300 13
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1687 2028 661 1368 2034 342 1317 0 0 - - 0
Stage 1 1311 1311 - 717 717 -------
Stage 2 376 717 - 651 1317 -------
Critical Hdwy 7.7 6.7 7.1 7.5 6.5 6.9 4.28 -----
Critical Hdwy Stg 1 6.7 5.7 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.7 5.7 - 6.5 5.5 -------
Follow-up Hdwy 3.6 4.1 3.4 3.5 4 3.3 2.29 -----
Pot Cap-1 Maneuver 56 52 387 108 58 660 485 - - 0 - -
Stage 1 156 212 - 391 437 ----0--
Stage 2 596 413 - 429 229 ----0--
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 54 50 386 99 56 660 483 -----
Mov Cap-2 Maneuver 54 50 - 99 56 -------
Stage 1 150 211 - 377 422 -------
Stage 2 575 399 - 412 228 -------
Approach EB WB NB SB
HCM Control Delay, s 42.9 0 0.3 0
HCM LOS E A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBT SBR
Capacity (veh/h)483 - - 116 - - -
HCM Lane V/C Ratio 0.035 - - 0.184 - - -
HCM Control Delay (s) 12.7 - - 42.9 0 - -
HCM Lane LOS B - - E A - -
HCM 95th %tile Q(veh) 0.1 - - 0.6 - - -
HCM 6th TWSC 3: Hickory St & Mason St
05/23/2023 2045 Bkgrd - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 165 150 1 5 2
Future Vol, veh/h 1 165 150 1 5 2
Conflicting Peds, #/hr 3 00300
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 65 65 80 80 88 88
Heavy Vehicles, % 3 3 4 4 10 10
Mvmt Flow 2 254 188 1 6 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 192 0 - 0 450 192
Stage 1 - - - - 192 -
Stage 2 - - - - 258 -
Critical Hdwy 4.13 - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy 2.227 - - - 3.59 3.39
Pot Cap-1 Maneuver 1375 - - - 552 830
Stage 1 - - - - 822 -
Stage 2 - - - - 767 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1371 - - - 548 828
Mov Cap-2 Maneuver - - - - 548 -
Stage 1 - - - - 818 -
Stage 2 - - - - 765 -
Approach EB WB SB
HCM Control Delay, s 0 0 11
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1371 - - - 607
HCM Lane V/C Ratio 0.001 - - - 0.013
HCM Control Delay (s) 7.6 0 - - 11
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0
Timings 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
30 110 105 615 970 60
30 110 105 615 970 60
Prot Perm Perm NA NA Perm
4 6 2
4 6 2
446622
7.0 7.0 10.0 10.0 10.0 10.0
25.5 25.5 24.5 24.5 24.5 24.5
30.0 30.0 50.0 50.0 50.0 50.0
37.5% 37.5% 62.5% 62.5% 62.5% 62.5%
3.5 3.5 4.5 4.5 4.5 4.5
2.0 2.0 3.0 3.0 3.0 3.0
-1.0 0.0 -1.0 -1.0 -1.0 -1.0
4.5 5.5 6.5 6.5 6.5 6.5
None None Max Max C-Max C-Max
12.0 11.0 60.8 60.8 60.8 60.8
0.15 0.14 0.76 0.76 0.76 0.76
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 47 (59%), Referenced to phase 2:SBT, Start of Red
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.49
Intersection Signal Delay: 7.5
Intersection Capacity Utilization 55.6%
Analysis Period (min) 15
Splits and Phases: 4: Hickory St & North College Ave
Queues 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 35 129 121 707 1213 75
v/c Ratio 0.13 0.49 0.44 0.28 0.47 0.07
Control Delay 28.0 24.7 13.3 4.9 6.3 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.0 24.7 13.3 4.9 6.3 2.4
Queue Length 50th (ft) 16 35 19 50 106 2
Queue Length 95th (ft) 33 68 90 112 195 16
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 95
Base Capacity (vph) 558 517 278 2518 2565 1132
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.06 0.25 0.44 0.28 0.47 0.07
Intersection Summary
HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 110 105 615 970 60
Future Volume (veh/h) 30 110 105 615 970 60
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1767 1767 1796 1796
Adj Flow Rate, veh/h 35 129 121 707 1212 75
Peak Hour Factor 0.85 0.85 0.87 0.87 0.80 0.80
Percent Heavy Veh, %339977
Cap, veh/h 212 169 334 2493 2535 1129
Arrive On Green 0.12 0.11 0.74 0.74 0.74 0.74
Sat Flow, veh/h 1767 1572 405 3445 3503 1520
Grp Volume(v), veh/h 35 129 121 707 1212 75
Grp Sat Flow(s),veh/h/ln 1767 1572 405 1678 1706 1520
Q Serve(g_s), s 1.4 6.4 13.6 5.5 11.3 1.1
Cycle Q Clear(g_c), s 1.4 6.4 24.9 5.5 11.3 1.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 212 169 334 2493 2535 1129
V/C Ratio(X) 0.17 0.76 0.36 0.28 0.48 0.07
Avail Cap(c_a), veh/h 563 482 334 2493 2535 1129
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 31.6 34.7 9.1 3.4 4.1 2.8
Incr Delay (d2), s/veh 0.4 7.0 3.0 0.3 0.6 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 2.7 1.3 1.4 2.5 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.0 41.7 12.1 3.6 4.8 2.9
LnGrp LOS C D BAAA
Approach Vol, veh/h 164 828 1287
Approach Delay, s/veh 39.7 4.9 4.6
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 65.9 14.1 65.9
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 42.5 24.5 42.5
Max Q Clear Time (g_c+I1), s 13.3 8.4 26.9
Green Ext Time (p_c), s 6.1 0.4 4.4
Intersection Summary
HCM 6th Ctrl Delay 7.3
HCM 6th LOS A
HCM 6th TWSC 1: Mason St & Hibdon Court
05/23/2023 2045 Bkgrd - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 4.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 15 5 0 10 3 5
Future Vol, veh/h 15 5 0 10 3 5
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 75 75 58 58 44 44
Heavy Vehicles, % 11 11 2 2 10 10
Mvmt Flow 20 7 0 17 7 11
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 34 9 0 0 17 0
Stage 1 9 -----
Stage 2 25 -----
Critical Hdwy 6.51 6.31 - - 4.2 -
Critical Hdwy Stg 1 5.51 -----
Critical Hdwy Stg 2 5.51 -----
Follow-up Hdwy 3.599 3.399 - - 2.29 -
Pot Cap-1 Maneuver 957 1047 - - 1550 -
Stage 1 991 -----
Stage 2 975 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 952 1047 - - 1550 -
Mov Cap-2 Maneuver 952 -----
Stage 1 991 -----
Stage 2 970 -----
Approach WB NB SB
HCM Control Delay, s 8.8 0 2.7
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 974 1550 -
HCM Lane V/C Ratio - - 0.027 0.004 -
HCM Control Delay (s) - - 8.8 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive
05/23/2023 2045 Bkgrd - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0 10 0 0 1 30 1265 0 3 995 20
Future Vol, veh/h 5 0 10 0 0 1 30 1265 0 3 995 20
Conflicting Peds, #/hr 0 00000704407
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 63 63 63 25 25 25 98 98 98 94 94 94
Heavy Vehicles, % 0 00000444555
Mvmt Flow 8 0 16 0 0 4 31 1291 0 3 1059 21
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1791 2440 547 1893 2450 650 1087 0 0 1295 0 0
Stage 1 1083 1083 - 1357 1357 -------
Stage 2 708 1357 - 536 1093 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.2 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.25 - -
Pot Cap-1 Maneuver *189 *36 486 *136 *35 *555 626 - - *815 - -
Stage 1 *235 *296 - *524 *458 -------
Stage 2 *524 *458 - *501 *293 -------
Platoon blocked, % 1 1 1 1 1 - - 1 - -
Mov Cap-1 Maneuver *178 *33 483 *125 *32 *553 622 - - *812 - -
Mov Cap-2 Maneuver *178 *33 - *125 *32 -------
Stage 1 *222 *291 - *496 *434 -------
Stage 2 *494 *434 - *480 *288 -------
Approach EB WB NB SB
HCM Control Delay, s 17.7 11.6 0.3 0
HCM LOS C B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)622 - - 307 553 * 812 - -
HCM Lane V/C Ratio 0.049 - - 0.078 0.007 0.004 - -
HCM Control Delay (s) 11.1 - - 17.7 11.6 9.5 - -
HCM Lane LOS B - - C B A - -
HCM 95th %tile Q(veh) 0.2 - - 0.2 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/23/2023 2045 Bkgrd - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 200 170 10 15 2
Future Vol, veh/h 1 200 170 10 15 2
Conflicting Peds, #/hr 1 00110
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 87 87 65 65
Heavy Vehicles, % 2 22222
Mvmt Flow 1 215 195 11 23 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 207 0 - 0 420 202
Stage 1 - - - - 202 -
Stage 2 - - - - 218 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1364 - - - 590 839
Stage 1 - - - - 832 -
Stage 2 - - - - 818 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1363 - - - 588 838
Mov Cap-2 Maneuver - - - - 588 -
Stage 1 - - - - 830 -
Stage 2 - - - - 817 -
Approach EB WB SB
HCM Control Delay, s 0 0 11.2
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1363 - - - 609
HCM Lane V/C Ratio 0.001 - - - 0.043
HCM Control Delay (s) 7.6 0 - - 11.2
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.1
Timings 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
80 115 140 1260 950 65
80 115 140 1260 950 65
Prot Perm Perm NA NA Perm
4 2 6
4 2 6
442266
7.0 7.0 10.0 10.0 10.0 10.0
25.5 25.5 24.5 24.5 24.5 24.5
31.0 31.0 74.0 74.0 74.0 74.0
29.5% 29.5% 70.5% 70.5% 70.5% 70.5%
3.5 3.5 4.5 4.5 4.5 4.5
2.0 2.0 3.0 3.0 3.0 3.0
-1.0 0.0 -1.0 -1.0 -1.0 -1.0
4.5 5.5 6.5 6.5 6.5 6.5
None None C-Max C-Max C-Max C-Max
13.2 12.2 80.8 80.8 80.8 80.8
0.13 0.12 0.77 0.77 0.77 0.77
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Cycle Length: 105
Actuated Cycle Length: 105
Offset: 64 (61%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.49
Intersection Signal Delay: 7.5
Intersection Capacity Utilization 55.0%
Analysis Period (min) 15
Splits and Phases: 4: Hickory St & North College Ave
Queues 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 100 144 144 1299 1033 71
v/c Ratio 0.45 0.49 0.39 0.49 0.39 0.06
Control Delay 47.9 15.6 8.8 5.8 5.0 1.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.9 15.6 8.8 5.8 5.0 1.6
Queue Length 50th (ft) 64 11 25 132 93 1
Queue Length 95th (ft) 93 48 83 247 178 15
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 95
Base Capacity (vph) 442 476 365 2645 2620 1131
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.23 0.30 0.39 0.49 0.39 0.06
Intersection Summary
HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 80 115 140 1260 950 65
Future Volume (veh/h) 80 115 140 1260 950 65
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1826 1826 1811 1811
Adj Flow Rate, veh/h 100 144 144 1299 1033 71
Peak Hour Factor 0.80 0.80 0.97 0.97 0.92 0.92
Percent Heavy Veh, %335566
Cap, veh/h 219 180 404 2675 2654 1177
Arrive On Green 0.12 0.11 0.77 0.77 0.77 0.77
Sat Flow, veh/h 1767 1572 498 3561 3532 1526
Grp Volume(v), veh/h 100 144 144 1299 1033 71
Grp Sat Flow(s),veh/h/ln 1767 1572 498 1735 1721 1526
Q Serve(g_s), s 5.5 9.4 14.0 14.4 10.3 1.2
Cycle Q Clear(g_c), s 5.5 9.4 24.3 14.4 10.3 1.2
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 219 180 404 2675 2654 1177
V/C Ratio(X) 0.46 0.80 0.36 0.49 0.39 0.06
Avail Cap(c_a), veh/h 446 382 404 2675 2654 1177
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 42.7 45.3 7.9 4.4 3.9 2.9
Incr Delay (d2), s/veh 1.5 7.9 2.4 0.6 0.4 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.5 4.1 1.6 4.2 2.6 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.2 53.2 10.3 5.0 4.4 3.0
LnGrp LOS D D BAAA
Approach Vol, veh/h 244 1443 1104
Approach Delay, s/veh 49.5 5.6 4.3
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 87.5 17.5 87.5
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 66.5 25.5 66.5
Max Q Clear Time (g_c+I1), s 26.3 11.4 12.3
Green Ext Time (p_c), s 9.9 0.7 5.1
Intersection Summary
HCM 6th Ctrl Delay 8.9
HCM 6th LOS A
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Intersection Capacity Worksheets:
Year 2025 Background+
Project
HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 7.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 4 44 808128000
Future Vol, veh/h 0 4 4 44 808128000
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 92 92 92 25 25 25 25 25 25 92 92 92
Heavy Vehicles, % 2 22222200222
Mvmt Flow 0 4 4 176 32 0 32 4 112 0 0 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 141 181 1 129 125 60 1 0 0 116 0 0
Stage 1 1 1 - 124 124 -------
Stage 2 140 180 - 5 1 -------
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 829 713 1084 844 765 1005 1622 - - 1473 - -
Stage 1 1022 895 - 880 793 -------
Stage 2 863 750 - 1017 895 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 789 698 1084 823 749 1005 1622 - - 1473 - -
Mov Cap-2 Maneuver 789 698 - 823 749 -------
Stage 1 1001 895 - 862 776 -------
Stage 2 810 734 - 1008 895 -------
Approach EB WB NB SB
HCM Control Delay, s 9.3 11 1.6 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1622 - - 849 811 1473 - -
HCM Lane V/C Ratio 0.02 - - 0.01 0.256 - - -
HCM Control Delay (s) 7.3 0 - 9.3 11 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0 1 0 - -
HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 1 19 0 0 0 32 545 0 0 893 34
Future Vol, veh/h 10 1 19 0 0 0 32 545 0 0 893 34
Conflicting Peds, #/hr 0 00000400004
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 80 80 80
Heavy Vehicles, % 10 10 10 000999888
Mvmt Flow 13 1 25 0 0 0 36 606 0 0 1116 43
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1517 1820 584 1237 1841 303 1163 0 0 - - 0
Stage 1 1142 1142 - 678 678 -------
Stage 2 375 678 - 559 1163 -------
Critical Hdwy 7.7 6.7 7.1 7.5 6.5 6.9 4.28 -----
Critical Hdwy Stg 1 6.7 5.7 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.7 5.7 - 6.5 5.5 -------
Follow-up Hdwy 3.6 4.1 3.4 3.5 4 3.3 2.29 -----
Pot Cap-1 Maneuver 76 70 435 134 76 699 558 - - 0 - -
Stage 1 200 257 - 413 455 ----0--
Stage 2 597 431 - 486 271 ----0--
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 72 65 433 118 71 699 556 -----
Mov Cap-2 Maneuver 72 65 - 118 71 -------
Stage 1 186 256 - 386 425 -------
Stage 2 558 403 - 455 270 -------
Approach EB WB NB SB
HCM Control Delay, s 37.2 0 0.7 0
HCM LOS E A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBT SBR
Capacity (veh/h)556 - - 151 - - -
HCM Lane V/C Ratio 0.064 - - 0.265 - - -
HCM Control Delay (s) 11.9 - - 37.2 0 - -
HCM Lane LOS B - - E A - -
HCM 95th %tile Q(veh) 0.2 - - 1 - - -
HCM 6th TWSC 3: Hickory St & Mason St
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 140 131 37 47 5
Future Vol, veh/h 4 140 131 37 47 5
Conflicting Peds, #/hr 3 00300
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 65 65 80 80 88 88
Heavy Vehicles, % 3 3 4 4 10 10
Mvmt Flow 6 215 164 46 53 6
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 213 0 - 0 417 190
Stage 1 - - - - 190 -
Stage 2 - - - - 227 -
Critical Hdwy 4.13 - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy 2.227 - - - 3.59 3.39
Pot Cap-1 Maneuver 1351 - - - 577 832
Stage 1 - - - - 823 -
Stage 2 - - - - 792 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1347 - - - 571 830
Mov Cap-2 Maneuver - - - - 571 -
Stage 1 - - - - 816 -
Stage 2 - - - - 790 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 11.8
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1347 - - - 589
HCM Lane V/C Ratio 0.005 - - - 0.1
HCM Control Delay (s) 7.7 0 - - 11.8
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.3
Timings 4: Hickory St & North College Ave
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)41 121 124 546 846 53
Future Volume (vph)41 121 124 546 846 53
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 6 2
Permitted Phases 4 6 2
Detector Phase 446622
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)30.0 30.0 50.0 50.0 50.0 50.0
Total Split (%)37.5% 37.5% 62.5% 62.5% 62.5% 62.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Max Max C-Max C-Max
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 47 (59%), Referenced to phase 2:SBT, Start of Red
Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 4: Hickory St & North College Ave
Queues 4: Hickory St & North College Ave
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 48 142 143 628 1058 66
v/c Ratio 0.19 0.51 0.45 0.26 0.44 0.06
Control Delay 29.4 20.7 12.4 5.0 6.1 2.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.4 20.7 12.4 5.0 6.1 2.2
Queue Length 50th (ft) 22 29 22 41 82 1
Queue Length 95th (ft) 41 63 94 98 162 13
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 95
Base Capacity (vph) 558 536 315 2372 2416 1070
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.09 0.26 0.45 0.26 0.44 0.06
Intersection Summary
HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 41 121 124 546 846 53
Future Volume (veh/h) 41 121 124 546 846 53
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1767 1767 1796 1796
Adj Flow Rate, veh/h 48 142 143 628 1058 66
Peak Hour Factor 0.85 0.85 0.87 0.87 0.80 0.80
Percent Heavy Veh, %339977
Cap, veh/h 229 184 380 2460 2501 1114
Arrive On Green 0.13 0.12 0.73 0.73 0.73 0.73
Sat Flow, veh/h 1767 1572 473 3445 3503 1520
Grp Volume(v), veh/h 48 142 143 628 1058 66
Grp Sat Flow(s),veh/h/ln 1767 1572 473 1678 1706 1520
Q Serve(g_s), s 1.9 7.0 13.4 4.9 9.6 1.0
Cycle Q Clear(g_c), s 1.9 7.0 23.0 4.9 9.6 1.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 229 184 380 2460 2501 1114
V/C Ratio(X) 0.21 0.77 0.38 0.26 0.42 0.06
Avail Cap(c_a), veh/h 563 482 380 2460 2501 1114
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 31.1 34.3 8.6 3.5 4.1 3.0
Incr Delay (d2), s/veh 0.4 6.6 2.8 0.3 0.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 3.0 1.5 1.3 2.2 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.6 40.9 11.4 3.8 4.7 3.1
LnGrp LOS C D BAAA
Approach Vol, veh/h 190 771 1124
Approach Delay, s/veh 38.6 5.2 4.6
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 65.1 14.9 65.1
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 42.5 24.5 42.5
Max Q Clear Time (g_c+I1), s 11.6 9.0 25.0
Green Ext Time (p_c), s 5.1 0.5 4.3
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
HCM 6th TWSC 101: Access 101 & Hibdon Court
05/23/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 7
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 26 32 13 39 13
Future Vol, veh/h 6 26 32 13 39 13
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
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 7 28 35 14 42 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 35 0 105 21
Stage 1 - - - - 21 -
Stage 2 - - - - 84 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1576 - 893 1056
Stage 1 - - - - 1002 -
Stage 2 - - - - 939 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1576 - 873 1056
Mov Cap-2 Maneuver - - - - 873 -
Stage 1 - - - - 1002 -
Stage 2 - - - - 918 -
Approach EB WB NB
HCM Control Delay, s 0 5.2 9.2
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)913 - - 1576 -
HCM Lane V/C Ratio 0.062 - - 0.022 -
HCM Control Delay (s) 9.2 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -
HCM 6th TWSC 102: Mason St & Rescue Mission South Access
05/24/2023 2025 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 2 5 36 50 3
Future Vol, veh/h 1 2 5 36 50 3
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 88 88 88 88 88 88
Heavy Vehicles, % 2 22222
Mvmt Flow 1 2 6 41 57 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 112 59 60 0 - 0
Stage 1 59 -----
Stage 2 53 -----
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 885 1007 1544 - - -
Stage 1 964 -----
Stage 2 970 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 881 1007 1544 - - -
Mov Cap-2 Maneuver 881 -----
Stage 1 960 -----
Stage 2 970 -----
Approach EB NB SB
HCM Control Delay, s 8.8 0.9 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h)1544 - 961 - -
HCM Lane V/C Ratio 0.004 - 0.004 - -
HCM Control Delay (s) 7.3 0 8.8 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
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 0 6 6 57 454033350
Future Vol, veh/h 0 6 6 57 454033350
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 92 92 92 75 75 75 58 58 58 44 44 44
Heavy Vehicles, % 2 2 2 11 11 11 2 2 2 10 10 10
Mvmt Flow 0 7 7 76 5770577110
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 74 96 11 75 68 29 11 0 0 57 0 0
Stage 1 25 25 - 43 43 -------
Stage 2 49 71 - 32 25 -------
Critical Hdwy 7.12 6.52 6.22 7.21 6.61 6.31 4.12 - - 4.2 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.21 5.61 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.21 5.61 -------
Follow-up Hdwy 3.518 4.018 3.318 3.599 4.099 3.399 2.218 - - 2.29 - -
Pot Cap-1 Maneuver 916 794 1070 893 806 1020 1608 - - 1498 - -
Stage 1 993 874 - 949 842 -------
Stage 2 964 836 - 962 857 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 899 786 1070 875 798 1020 1608 - - 1498 - -
Mov Cap-2 Maneuver 899 786 - 875 798 -------
Stage 1 988 870 - 944 838 -------
Stage 2 947 832 - 944 853 -------
Approach EB WB NB SB
HCM Control Delay, s 9 9.6 0.8 2.8
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1608 - - 906 879 1498 - -
HCM Lane V/C Ratio 0.004 - - 0.014 0.1 0.005 - -
HCM Control Delay (s) 7.2 0 - 9 9.6 7.4 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - -
HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 0 25 0 0 1 41 1103 0 3 854 35
Future Vol, veh/h 13 0 25 0 0 1 41 1103 0 3 854 35
Conflicting Peds, #/hr 0 00000704407
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 63 63 63 25 25 25 98 98 98 94 94 94
Heavy Vehicles, % 0 00000444555
Mvmt Flow 21 0 40 0 0 4 42 1126 0 3 909 37
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1588 2155 480 1675 2173 567 953 0 0 1130 0 0
Stage 1 941 941 - 1214 1214 -------
Stage 2 647 1214 - 461 959 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.2 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.25 - -
Pot Cap-1 Maneuver *226 *66 537 *178 *63 *643 705 - - *944 - -
Stage 1 *287 *345 - *606 *531 -------
Stage 2 *606 *531 - *555 *338 -------
Platoon blocked, % 1 1 1 1 1 - - 1 - -
Mov Cap-1 Maneuver *212 *61 533 *156 *58 *641 700 - - *941 - -
Mov Cap-2 Maneuver *212 *61 - *156 *58 -------
Stage 1 *268 *340 - *568 *497 -------
Stage 2 *566 *497 - *510 *333 -------
Approach EB WB NB SB
HCM Control Delay, s 17.4 10.7 0.4 0
HCM LOS C B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)700 - - 351 641 * 941 - -
HCM Lane V/C Ratio 0.06 - - 0.172 0.006 0.003 - -
HCM Control Delay (s) 10.5 - - 17.4 10.7 8.8 - -
HCM Lane LOS B - - C B A - -
HCM 95th %tile Q(veh) 0.2 - - 0.6 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 172 131 37 47 5
Future Vol, veh/h 4 172 131 37 47 5
Conflicting Peds, #/hr 1 00110
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 87 87 65 65
Heavy Vehicles, % 2 22222
Mvmt Flow 4 185 151 43 72 8
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 195 0 - 0 368 174
Stage 1 - - - - 174 -
Stage 2 - - - - 194 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1378 - - - 632 869
Stage 1 - - - - 856 -
Stage 2 - - - - 839 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1377 - - - 629 868
Mov Cap-2 Maneuver - - - - 629 -
Stage 1 - - - - 853 -
Stage 2 - - - - 838 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 11.4
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1377 - - - 646
HCM Lane V/C Ratio 0.003 - - - 0.124
HCM Control Delay (s) 7.6 0 - - 11.4
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.4
Timings 4: Hickory St & North College Ave
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)85 132 146 1093 830 57
Future Volume (vph)85 132 146 1093 830 57
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Detector Phase 442266
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)31.0 31.0 74.0 74.0 74.0 74.0
Total Split (%)29.5% 29.5% 70.5% 70.5% 70.5% 70.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Max C-Max C-Max C-Max
Intersection Summary
Cycle Length: 105
Actuated Cycle Length: 105
Offset: 64 (61%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: Hickory St & North College Ave
Queues 4: Hickory St & North College Ave
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 106 165 151 1127 902 62
v/c Ratio 0.47 0.50 0.36 0.43 0.35 0.06
Control Delay 48.2 11.5 7.6 5.3 4.7 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.2 11.5 7.6 5.3 4.7 1.4
Queue Length 50th (ft) 68 0 26 108 79 0
Queue Length 95th (ft) 98 38 78 200 148 12
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 95
Base Capacity (vph) 442 505 423 2637 2613 1127
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.24 0.33 0.36 0.43 0.35 0.06
Intersection Summary
HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 85 132 146 1093 830 57
Future Volume (veh/h) 85 132 146 1093 830 57
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1826 1826 1811 1811
Adj Flow Rate, veh/h 106 165 151 1127 902 62
Peak Hour Factor 0.80 0.80 0.97 0.97 0.92 0.92
Percent Heavy Veh, %335566
Cap, veh/h 243 201 450 2628 2607 1156
Arrive On Green 0.14 0.13 0.76 0.76 0.76 0.76
Sat Flow, veh/h 1767 1572 569 3561 3532 1526
Grp Volume(v), veh/h 106 165 151 1127 902 62
Grp Sat Flow(s),veh/h/ln 1767 1572 569 1735 1721 1526
Q Serve(g_s), s 5.8 10.7 12.5 12.2 9.0 1.1
Cycle Q Clear(g_c), s 5.8 10.7 21.5 12.2 9.0 1.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 243 201 450 2628 2607 1156
V/C Ratio(X) 0.44 0.82 0.34 0.43 0.35 0.05
Avail Cap(c_a), veh/h 446 382 450 2628 2607 1156
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 41.5 44.6 7.7 4.6 4.2 3.2
Incr Delay (d2), s/veh 1.2 8.0 2.0 0.5 0.4 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.6 4.6 1.6 3.7 2.4 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.8 52.6 9.7 5.1 4.5 3.3
LnGrp LOS D D AAAA
Approach Vol, veh/h 271 1278 964
Approach Delay, s/veh 48.7 5.6 4.5
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 86.1 18.9 86.1
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 66.5 25.5 66.5
Max Q Clear Time (g_c+I1), s 23.5 12.7 11.0
Green Ext Time (p_c), s 8.1 0.7 4.2
Intersection Summary
HCM 6th Ctrl Delay 9.8
HCM 6th LOS A
HCM 6th TWSC 101: Access 101 & Hibdon Court
05/23/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 7
Intersection
Int Delay, s/veh 4.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 18 24 28 25 44 15
Future Vol, veh/h 18 24 28 25 44 15
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
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 20 26 30 27 48 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 46 0 120 33
Stage 1 - - - - 33 -
Stage 2 - - - - 87 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1562 - 876 1041
Stage 1 - - - - 989 -
Stage 2 - - - - 936 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1562 - 858 1041
Mov Cap-2 Maneuver - - - - 858 -
Stage 1 - - - - 989 -
Stage 2 - - - - 917 -
Approach EB WB NB
HCM Control Delay, s 0 3.9 9.3
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)898 - - 1562 -
HCM Lane V/C Ratio 0.071 - - 0.019 -
HCM Control Delay (s) 9.3 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -
HCM 6th TWSC 102: Mason St & Rescue Mission South Access
05/24/2023 2025 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 2 1 39 63 1
Future Vol, veh/h 2 2 1 39 63 1
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 88 88 65 65 65 65
Heavy Vehicles, % 2 22222
Mvmt Flow 2 2 2 60 97 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 162 98 99 0 - 0
Stage 1 98 -----
Stage 2 64 -----
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 829 958 1494 - - -
Stage 1 926 -----
Stage 2 959 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 828 958 1494 - - -
Mov Cap-2 Maneuver 828 -----
Stage 1 925 -----
Stage 2 959 -----
Approach EB NB SB
HCM Control Delay, s 9.1 0.2 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h)1494 - 888 - -
HCM Lane V/C Ratio 0.001 - 0.005 - -
HCM Control Delay (s) 7.4 0 9.1 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
North College 1311 ODP Traffic Impact Study
(FT #23043)
Fox Tuttle Transportation Group, LLC May 24, 2023
Intersection Capacity Worksheets:
Year 2045 Background+
Project
HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 7.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 4 44 808128000
Future Vol, veh/h 0 4 4 44 808128000
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 92 92 92 25 25 25 25 25 25 92 92 92
Heavy Vehicles, % 2 22222200222
Mvmt Flow 0 4 4 176 32 0 32 4 112 0 0 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 141 181 1 129 125 60 1 0 0 116 0 0
Stage 1 1 1 - 124 124 -------
Stage 2 140 180 - 5 1 -------
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 829 713 1084 844 765 1005 1622 - - 1473 - -
Stage 1 1022 895 - 880 793 -------
Stage 2 863 750 - 1017 895 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 789 698 1084 823 749 1005 1622 - - 1473 - -
Mov Cap-2 Maneuver 789 698 - 823 749 -------
Stage 1 1001 895 - 862 776 -------
Stage 2 810 734 - 1008 895 -------
Approach EB WB NB SB
HCM Control Delay, s 9.3 11 1.6 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1622 - - 849 811 1473 - -
HCM Lane V/C Ratio 0.02 - - 0.01 0.256 - - -
HCM Control Delay (s) 7.3 0 - 9.3 11 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0 1 0 - -
HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 11 1 22 0 0 0 33 630 0 0 1041 35
Future Vol, veh/h 11 1 22 0 0 0 33 630 0 0 1041 35
Conflicting Peds, #/hr 0 00000400004
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 80 80 80
Heavy Vehicles, % 10 10 10 000999888
Mvmt Flow 15 1 29 0 0 0 37 700 0 0 1301 44
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1751 2101 677 1425 2123 350 1349 0 0 - - 0
Stage 1 1327 1327 - 774 774 -------
Stage 2 424 774 - 651 1349 -------
Critical Hdwy 7.7 6.7 7.1 7.5 6.5 6.9 4.28 -----
Critical Hdwy Stg 1 6.7 5.7 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.7 5.7 - 6.5 5.5 -------
Follow-up Hdwy 3.6 4.1 3.4 3.5 4 3.3 2.29 -----
Pot Cap-1 Maneuver 50 46 377 98 51 652 471 - - 0 - -
Stage 1 153 208 - 362 411 ----0--
Stage 2 557 388 - 429 221 ----0--
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 47 42 376 83 47 652 469 -----
Mov Cap-2 Maneuver 47 42 - 83 47 -------
Stage 1 140 207 - 333 379 -------
Stage 2 513 357 - 393 220 -------
Approach EB WB NB SB
HCM Control Delay, s 61.4 0 0.7 0
HCM LOS F A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBT SBR
Capacity (veh/h)469 - - 107 - - -
HCM Lane V/C Ratio 0.078 - - 0.424 - - -
HCM Control Delay (s) 13.3 - - 61.4 0 - -
HCM Lane LOS B - - F A - -
HCM 95th %tile Q(veh) 0.3 - - 1.8 - - -
HCM 6th TWSC 3: Hickory St & Mason St
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 165 150 37 47 5
Future Vol, veh/h 4 165 150 37 47 5
Conflicting Peds, #/hr 3 00300
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 65 65 80 80 88 88
Heavy Vehicles, % 3 3 4 4 10 10
Mvmt Flow 6 254 188 46 53 6
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 237 0 - 0 480 214
Stage 1 - - - - 214 -
Stage 2 - - - - 266 -
Critical Hdwy 4.13 - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy 2.227 - - - 3.59 3.39
Pot Cap-1 Maneuver 1324 - - - 530 806
Stage 1 - - - - 803 -
Stage 2 - - - - 760 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1320 - - - 524 804
Mov Cap-2 Maneuver - - - - 524 -
Stage 1 - - - - 797 -
Stage 2 - - - - 758 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 12.5
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1320 - - - 542
HCM Lane V/C Ratio 0.005 - - - 0.109
HCM Control Delay (s) 7.7 0 - - 12.5
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.4
Timings 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)45 137 140 633 982 61
Future Volume (vph)45 137 140 633 982 61
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 6 2
Permitted Phases 4 6 2
Detector Phase 446622
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)30.0 30.0 50.0 50.0 50.0 50.0
Total Split (%)37.5% 37.5% 62.5% 62.5% 62.5% 62.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Max Max C-Max C-Max
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 47 (59%), Referenced to phase 2:SBT, Start of Red
Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Hickory St & North College Ave
Queues 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 53 161 161 728 1228 76
v/c Ratio 0.19 0.57 0.66 0.31 0.52 0.07
Control Delay 28.1 28.3 26.6 5.7 7.4 2.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.1 28.3 26.6 5.7 7.4 2.6
Queue Length 50th (ft) 24 51 36 58 121 2
Queue Length 95th (ft) 45 89 #166 116 198 16
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 95
Base Capacity (vph) 558 516 243 2316 2359 1046
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.09 0.31 0.66 0.31 0.52 0.07
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 45 137 140 633 982 61
Future Volume (veh/h) 45 137 140 633 982 61
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1767 1767 1796 1796
Adj Flow Rate, veh/h 53 161 161 728 1228 76
Peak Hour Factor 0.85 0.85 0.87 0.87 0.80 0.80
Percent Heavy Veh, %339977
Cap, veh/h 252 205 314 2416 2456 1094
Arrive On Green 0.14 0.13 0.72 0.72 0.72 0.72
Sat Flow, veh/h 1767 1572 399 3445 3503 1520
Grp Volume(v), veh/h 53 161 161 728 1228 76
Grp Sat Flow(s),veh/h/ln 1767 1572 399 1678 1706 1520
Q Serve(g_s), s 2.1 7.9 23.7 6.2 12.6 1.2
Cycle Q Clear(g_c), s 2.1 7.9 36.3 6.2 12.6 1.2
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 252 205 314 2416 2456 1094
V/C Ratio(X) 0.21 0.79 0.51 0.30 0.50 0.07
Avail Cap(c_a), veh/h 563 482 314 2416 2456 1094
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 30.3 33.7 12.9 4.0 4.9 3.3
Incr Delay (d2), s/veh 0.4 6.5 5.9 0.3 0.7 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 3.4 2.4 1.7 3.0 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.7 40.2 18.7 4.3 5.6 3.4
LnGrp LOS C D BAAA
Approach Vol, veh/h 214 889 1304
Approach Delay, s/veh 37.9 6.9 5.5
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 64.1 15.9 64.1
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 42.5 24.5 42.5
Max Q Clear Time (g_c+I1), s 14.6 9.9 38.3
Green Ext Time (p_c), s 6.1 0.6 2.1
Intersection Summary
HCM 6th Ctrl Delay 8.9
HCM 6th LOS A
HCM 6th TWSC 101: Access 101 & Hibdon Court
05/23/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 7
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 26 32 13 39 13
Future Vol, veh/h 6 26 32 13 39 13
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
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 7 28 35 14 42 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 35 0 105 21
Stage 1 - - - - 21 -
Stage 2 - - - - 84 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1576 - 893 1056
Stage 1 - - - - 1002 -
Stage 2 - - - - 939 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1576 - 873 1056
Mov Cap-2 Maneuver - - - - 873 -
Stage 1 - - - - 1002 -
Stage 2 - - - - 918 -
Approach EB WB NB
HCM Control Delay, s 0 5.2 9.2
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)913 - - 1576 -
HCM Lane V/C Ratio 0.062 - - 0.022 -
HCM Control Delay (s) 9.2 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -
HCM 6th TWSC 102: Mason St & Rescue Mission South Access
05/24/2023 2045 Bkgrd + Project - AM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 2 5 36 53 3
Future Vol, veh/h 1 2 5 36 53 3
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 88 88 88 88 88 88
Heavy Vehicles, % 2 22222
Mvmt Flow 1 2 6 41 60 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 115 62 63 0 - 0
Stage 1 62 -----
Stage 2 53 -----
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 881 1003 1540 - - -
Stage 1 961 -----
Stage 2 970 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 877 1003 1540 - - -
Mov Cap-2 Maneuver 877 -----
Stage 1 957 -----
Stage 2 970 -----
Approach EB NB SB
HCM Control Delay, s 8.8 0.9 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h)1540 - 957 - -
HCM Lane V/C Ratio 0.004 - 0.004 - -
HCM Control Delay (s) 7.3 0 8.8 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 6 6 60 454036350
Future Vol, veh/h 0 6 6 60 454036350
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 92 92 92 75 75 75 58 58 58 44 44 44
Heavy Vehicles, % 2 2 2 11 11 11 2 2 2 10 10 10
Mvmt Flow 0 7 7 80 5770627110
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 76 101 11 77 70 31 11 0 0 62 0 0
Stage 1 25 25 - 45 45 -------
Stage 2 51 76 - 32 25 -------
Critical Hdwy 7.12 6.52 6.22 7.21 6.61 6.31 4.12 - - 4.2 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.21 5.61 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.21 5.61 -------
Follow-up Hdwy 3.518 4.018 3.318 3.599 4.099 3.399 2.218 - - 2.29 - -
Pot Cap-1 Maneuver 914 789 1070 891 804 1018 1608 - - 1491 - -
Stage 1 993 874 - 947 840 -------
Stage 2 962 832 - 962 857 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 897 781 1070 873 796 1018 1608 - - 1491 - -
Mov Cap-2 Maneuver 897 781 - 873 796 -------
Stage 1 988 870 - 942 836 -------
Stage 2 945 828 - 944 853 -------
Approach EB WB NB SB
HCM Control Delay, s 9 9.6 0.7 2.8
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1608 - - 903 877 1491 - -
HCM Lane V/C Ratio 0.004 - - 0.014 0.105 0.005 - -
HCM Control Delay (s) 7.2 0 - 9 9.6 7.4 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - -
HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 2
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 0 25 0 0 1 43 1282 0 3 996 40
Future Vol, veh/h 13 0 25 0 0 1 43 1282 0 3 996 40
Conflicting Peds, #/hr 0 00000704407
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------97-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 63 63 63 25 25 25 98 98 98 94 94 94
Heavy Vehicles, % 0 00000444555
Mvmt Flow 21 0 40 0 0 4 44 1308 0 3 1060 43
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1837 2495 559 1936 2516 658 1110 0 0 1312 0 0
Stage 1 1095 1095 - 1400 1400 -------
Stage 2 742 1400 - 536 1116 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.2 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.25 - -
Pot Cap-1 Maneuver *163 *31 478 *118 *29 *555 613 - - *815 - -
Stage 1 *231 *292 - *524 *458 -------
Stage 2 *524 *458 - *501 *285 -------
Platoon blocked, % 1 1 1 1 1 - - 1 - -
Mov Cap-1 Maneuver *151 *28 475 *101 *26 *553 609 - - *812 - -
Mov Cap-2 Maneuver *151 *28 - *101 *26 -------
Stage 1 *213 *287 - *484 *423 -------
Stage 2 *482 *423 - *455 *280 -------
Approach EB WB NB SB
HCM Control Delay, s 21.8 11.6 0.4 0
HCM LOS C B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)609 - - 274 553 * 812 - -
HCM Lane V/C Ratio 0.072 - - 0.22 0.007 0.004 - -
HCM Control Delay (s) 11.4 - - 21.8 11.6 9.5 - -
HCM Lane LOS B - - C B A - -
HCM 95th %tile Q(veh) 0.2 - - 0.8 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 6th TWSC 3: Hickory St & Mason St
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 3
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 200 170 36 64 5
Future Vol, veh/h 4 200 170 36 64 5
Conflicting Peds, #/hr 1 00110
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 87 87 65 65
Heavy Vehicles, % 2 22222
Mvmt Flow 4 215 195 41 98 8
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 237 0 - 0 441 217
Stage 1 - - - - 217 -
Stage 2 - - - - 224 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1330 - - - 574 823
Stage 1 - - - - 819 -
Stage 2 - - - - 813 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1329 - - - 571 822
Mov Cap-2 Maneuver - - - - 571 -
Stage 1 - - - - 816 -
Stage 2 - - - - 812 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 12.5
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1329 - - - 584
HCM Lane V/C Ratio 0.003 - - - 0.182
HCM Control Delay (s) 7.7 0 - - 12.5
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.7
Timings 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)97 147 165 1273 965 66
Future Volume (vph)97 147 165 1273 965 66
Turn Type Prot Perm Perm NA NA Perm
Protected Phases 4 2 6
Permitted Phases 4 2 6
Detector Phase 442266
Switch Phase
Minimum Initial (s) 7.0 7.0 10.0 10.0 10.0 10.0
Minimum Split (s)25.5 25.5 24.5 24.5 24.5 24.5
Total Split (s)31.0 31.0 74.0 74.0 74.0 74.0
Total Split (%)29.5% 29.5% 70.5% 70.5% 70.5% 70.5%
Yellow Time (s)3.5 3.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.0 2.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) -1.0 0.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s)4.5 5.5 6.5 6.5 6.5 6.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Max C-Max C-Max C-Max
Intersection Summary
Cycle Length: 105
Actuated Cycle Length: 105
Offset: 64 (61%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 4: Hickory St & North College Ave
Queues 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 5
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 121 184 170 1312 1049 72
v/c Ratio 0.51 0.61 0.48 0.50 0.40 0.06
Control Delay 49.0 24.3 11.5 6.2 5.3 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.0 24.3 11.5 6.2 5.3 1.7
Queue Length 50th (ft) 77 39 35 144 103 2
Queue Length 95th (ft) 110 79 113 252 182 15
Internal Link Dist (ft) 250 150 860
Turn Bay Length (ft)98 95
Base Capacity (vph) 442 473 352 2616 2591 1119
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.27 0.39 0.48 0.50 0.40 0.06
Intersection Summary
HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 97 147 165 1273 965 66
Future Volume (veh/h) 97 147 165 1273 965 66
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1826 1826 1811 1811
Adj Flow Rate, veh/h 121 184 170 1312 1049 72
Peak Hour Factor 0.80 0.80 0.97 0.97 0.92 0.92
Percent Heavy Veh, %335566
Cap, veh/h 265 221 379 2585 2564 1137
Arrive On Green 0.15 0.14 0.75 0.75 0.75 0.75
Sat Flow, veh/h 1767 1572 490 3561 3532 1526
Grp Volume(v), veh/h 121 184 170 1312 1049 72
Grp Sat Flow(s),veh/h/ln 1767 1572 490 1735 1721 1526
Q Serve(g_s), s 6.6 12.0 20.4 16.3 11.7 1.3
Cycle Q Clear(g_c), s 6.6 12.0 32.1 16.3 11.7 1.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 265 221 379 2585 2564 1137
V/C Ratio(X) 0.46 0.83 0.45 0.51 0.41 0.06
Avail Cap(c_a), veh/h 446 382 379 2585 2564 1137
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 40.7 43.9 10.8 5.5 4.9 3.6
Incr Delay (d2), s/veh 1.2 7.9 3.8 0.7 0.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.0 5.2 2.4 5.0 3.2 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.9 51.9 14.6 6.2 5.4 3.7
LnGrp LOS D D BAAA
Approach Vol, veh/h 305 1482 1121
Approach Delay, s/veh 47.9 7.2 5.3
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 84.7 20.3 84.7
Change Period (Y+Rc), s 7.5 5.5 7.5
Max Green Setting (Gmax), s 66.5 25.5 66.5
Max Q Clear Time (g_c+I1), s 34.1 14.0 13.7
Green Ext Time (p_c), s 10.1 0.8 5.2
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
HCM 6th TWSC 101: Access 101 & Hibdon Court
05/23/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 7
Intersection
Int Delay, s/veh 4.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 18 24 28 25 44 15
Future Vol, veh/h 18 24 28 25 44 15
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
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 20 26 30 27 48 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 46 0 120 33
Stage 1 - - - - 33 -
Stage 2 - - - - 87 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1562 - 876 1041
Stage 1 - - - - 989 -
Stage 2 - - - - 936 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1562 - 858 1041
Mov Cap-2 Maneuver - - - - 858 -
Stage 1 - - - - 989 -
Stage 2 - - - - 917 -
Approach EB WB NB
HCM Control Delay, s 0 3.9 9.3
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)898 - - 1562 -
HCM Lane V/C Ratio 0.071 - - 0.019 -
HCM Control Delay (s) 9.3 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -
HCM 6th TWSC 102: Mason St & Rescue Mission South Access
05/24/2023 2045 Bkgrd + Project - PM Peak Hour
North College 1311 ODP Traffic Impact Study - Fort Collins, CO Synchro 11 Report
Fox Tuttle Transportation Group Page 1
Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 2 1 43 65 1
Future Vol, veh/h 2 2 1 43 65 1
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 65 65 65 65 65 65
Heavy Vehicles, % 2 22222
Mvmt Flow 3 3 2 66 100 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 171 101 102 0 - 0
Stage 1 101 -----
Stage 2 70 -----
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 819 954 1490 - - -
Stage 1 923 -----
Stage 2 953 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 818 954 1490 - - -
Mov Cap-2 Maneuver 818 -----
Stage 1 922 -----
Stage 2 953 -----
Approach EB NB SB
HCM Control Delay, s 9.1 0.2 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h)1490 - 881 - -
HCM Lane V/C Ratio 0.001 - 0.007 - -
HCM Control Delay (s) 7.4 0 9.1 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -