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HomeMy WebLinkAboutMASON STREET INFRASTRUCTURE PROJECT - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 1 - 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  North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page ii May 24, 2023  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  North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 1 May 24, 2023    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.   North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 2 May 24, 2023  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.   North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 3 May 24, 2023  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).    North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 4 May 24, 2023  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  North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 5 May 24, 2023  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.  North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 6 May 24, 2023  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.    North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 7 May 24, 2023  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.   North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 8 May 24, 2023  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.    North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 9 May 24, 2023  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.     North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 10 May 24, 2023  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 North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 11 May 24, 2023  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  North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 12 May 24, 2023  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.   North College 1311 ODP Traffic Impact Study (FT #23043)      Fox Tuttle Transportation Group, LLC Page 13 May 24, 2023  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# 23043North College 1331 ODP Traffic Impact Study5/24/2023Intersection and AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM PeakCritical Movements/Approaches Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOSSTOP SIGN CONTROL1. Mason St & Hibdon Ct4A5A4A5A7A6A4A5A7A6AEastbound Left+Through+Right9A9A 9A9AWestbound Left+Right10A9A10A9A9A9AWestbound Left+Through+Right11 B 10A11B10ANorthbound Through+Right0A0A0A0A0A0ANorthbound Left+Through+Right7A7A7A7ASouthbound Left+Through0A7A0A7A0A7ASouthbound Left+Through+Right0A7A0A7A2. North College Ave & Hibdon Ct 0A0A0A0A1A1A1A0A2A1AEastbound Left+Through+Right25C14B26D15B37E17C43E18 C 61F22 CWestbound Left+Through+Right0A11B0B11B0A11B0B12B0A12BNorthbound Left11 B 10B11A10B 12 B 11 B 13 A 11 B 13 B 11 BNorthbound Through0A0A0A0A0A0A0A0A0A0ASouthbound Through+Right0A9A0A9A0A9A0A10A0A10A3. Mason St & Hickory St 0A1A0A1A2A2A0A1A1A2AEastbound Left+Through8A8A8A8A8A8A8A8A8A8AWestbound Through+Right0A0A0A0A0A0A0A0A0A0ASouthbound Left+Right11 B 11 B 11 B 11 B 12 B 11 B 11 B 11 B 13 B 13 B101. Hibdon Ct at AccessProject IntersectionProject Intersection6A5AProject Intersection6A5AEastbound Through+Right0A0A0A0AWestbound Left+Through7A7A7A7ANorthbound Left+Right9A9A9A9A102. Mason St at Rescue Mission AccessProject IntersectionProject Intersection1A0AProject Intersection1A0AEastbound Left+Right9A9A 9A9ANorthbound Left+Through7A7A7A7ASouthbound Through+Right0A0A0A0ASIGNAL CONTROL4. North College Ave & Hickory St 6 A 8 A 7 A 8 A 8 A 10 A 7 A 9 A 9 A 11 BEastbound Left33 C 45 D 33 C 45 D 32 C 43 D 32 C 44 D 31 C 42 DEastbound Right43 D 54 D 43 D 54 D 41 D 53 D 42 D 53 D 40D52DNorthbound Left7A7A8A7A11B10A12B10B19B15BNorthbound Through3A4A3A4A4A5A4A5A4A6ASouthbound Through4A4A4A4A5A5A5A4A6A5ASouthbound Right3A3A3A3A3A3A3A3A3A4ANote:  Delay represented in average seconds per vehicle.Existing Year 2025 Background Year 2025 Background + Project Year 2045 Background Year 2045 Background + ProjectTable 1 ‐ Peak Hour Intersection Level of Service Summary23043_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 NORTH COLLEGE AVE.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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTHICKORY ST.NORTH COLLEGE AVE.MASON ST.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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.MASON ST.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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.MASON ST.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 R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.MASON STREET & SOUTH ACCE S S MASON ST.PROJECTSITE HIBDON CT.101. H IB D O N COU R T A T EAST ACCESSOriginal 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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.MASON STREET & SOUTH ACCE S S MASON ST.PROJECTSITE HIBDON CT.101. H IB D O N COU R T A T EAST 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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.102. MASON STREET & SOUTH ACC E S S MASON ST.PROJECTSITE HIBDON CT.101. H IB D O N COU R T A T EAST ACCESSOriginal 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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.102. MASON STREET & SOUTH ACC E S S MASON ST.PROJECTSITE HIBDON CT.101. H IB D O N COU R T A T EAST ACCESSOriginal ScaleProject #Date Drawn by Figure # 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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.102. MASON STREET & SOUTH ACC E S S MASON ST.PROJECTSITE 101. H IB D O N COU R T A T EAST ACCESSHIBDON 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 T R E E T & HIBDON COURT4 . NORTH C O L L E GE AVE & HICKORY STREET3 . MASON S T RE E T & HICKORY STREET2 . NORTH C O L LE G E AVE & HIBDON COURTNORTH COLLEGE AVE.102. MASON STREET & SOUTH ACC E S S MASON ST.PROJECTSITE 101. H IB D O N COU R T A T EAST ACCESSHIBDON 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 Origin (project land use) 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 StudyPedestrian Analysis WorksheetRecreation Residential Inst. Ofc/Bus. Com. Ind. OtherRecreationResidentialInstitutionOffice/BusinessCommercialIndustrialOther (Fort Collins Rescue MissionHickory Trail, Soft Gold Park, Salyer Natural AreaNorth 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 servicesVarious 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 #22099Fort Collins Rescue Mission Traffic Impact Study12/19/2022Users of Facility UnitRate Total In Out Rate Total In Out Rate Total In OutEmployees (16 total) People 1.0068 34 3423 16 716 0 16Volunteers/Interns (10 Total)People 1.0044 22 2210 10 010 0 10Visitors* People1.00 201010 000 000Deliveries* People1.00 422 000 000Partner Organization Visitors*People1.00 1055 000 000Patrons * People0.00 000 000 000Total New Trips146 73 7333 26 726 0 26Source: Data from Denver Rescue Mission facilities of similar siz and operations.* Trips not included as they do not occur during the Peak HoursTable 3 - Trip Generation SummaryNon-Auto FactorAverage Daily TripsAM Peak Hour TripsPM Peak Hour Trips22099 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 & SOUTHERN ACCESSN O RTH COL L E G E AVE & HICKORY STREETM A S ON ST R E E T & HI CKORY STREETHIBDON CT.NORTH COLLEGE AVE.HICKORY ST. N ORTH COLL E G E AVE & HIBDON COURTMASON ST.PROJECT SITE M A S ON ST R E E T & HIBDON COURTOriginal 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 CtMason StMason St4TEV: 0.5PHF:000100 2 2 10 1122000000 2 0 00 0Garrett 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 CtMason StMason St32TEV: 0.73PHF:437606 12 18 100 70716010010 1 0 00 0Garrett 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 0000000 0 0 0 04 0N College Ave Hibdon Ct Driveway College AveHibdon Ct College Ave1,415TEV: 0.84PHF:9866087551800 0 0 0 10 05141152887637 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 0110200 0 0 0 07 4N College Ave Hibdon Ct Driveway College AveHibdon Ct College Ave1,943TEV: 0.98PHF:1582818461,06221 0 0 1 10 01,054251,081840210 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 0 000 0 3 00 0N Mason St Hickory St Hickory StMason StHickory St 272TEV: 0.87PHF:257201 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 1 200 0 1 10 1N Mason St Hickory St Hickory StMason StHickory St 334TEV: 0.92PHF:2111311010 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 00002 02 2N College Ave Hickory St College AveCollege AveHickory St 1,573TEV: 0.84PHF:50809859537051285598901191 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 01000 09 5N College Ave Hickory St College AveCollege AveHickory St 2,175TEV: 0.97PHF:547918471,11621,0481141,165891397 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 - -