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Home My WebLink AboutMASON STREET INFRASTRUCTURE PROJECT - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 1 - Traffic Study North College 1311 Overall Development Plan Traffic Impact Study I AI v r �.�". s.' -S�. ' r .ti LET._~`-_•� i F 11� + r 1� _ �r r, i a ►; I Date: 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, 6t" Floor ■ T U TT L E Denver, CO 80203 North College 1311 CDP Traffic Impact Study (FT#23043) 10 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 10 Fox Tuttle Transportation Group,LLC Page i May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 10 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 Figure2—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 10 Fox Tuttle Transportation Group,LLC Page ii May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 01 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 Lorimer 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. 10 Fox Tuttle Transportation Group,LLC Page 1 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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. 10 Fox Tuttle Transportation Group,LLC Page 2 May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 10 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)'. 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 Table 4-3 intersection as a whole and for each turning Fort Collins(GMA and City Limits) Motor Vehicle LOS Standards(Intersections) movement. A more detailed discussion of Land use(ban strucane plan) the LOS methodology is contained in the Darer corridors wiaw,: Appendix for reference. Lowderse Intersection type Corrnrerrral Mixed use mixed use All other corridors disMcis residential areas The Fort Collins standards within the Sgnalizedintersechons D E' D D (overall) Lorimer County Urban Area Street Standards Any Leg E E D E (LUCASS) consider LOS A through D to be good for the overall intersection operations Any Movement E E D E with LOS E or better as acceptable in peak Stop sign control N/A F•• F" E hours. For individual movements, LOS E and anrt as roa hlororlowl— pvec' ) F may be acceptable for left-turns or minor Stopslgncon NA c c c y p (arterwl artehal,l, artenallcollector,or streets. Specific standards are provided in collectorllocal—any approach I Table 4-3 in LUCASS and as shown to the n,rUgating measures required considered nomtal in an urban en-oranent right. Highway Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board, National Research Council,6`Edition(2016). 10 Fox Tuttle Transportation Group,LLC Page 3 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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 study 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 10 Fox Tuttle Transportation Group,LLC Page 4 May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 10 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 Lorimer 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. 10 Fox Tuttle Transportation Group,LLC Page 5 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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 wuriro.r. EW.11-E. Street between Maple Street and Laporte Avenue. For a fee, community members can access various s 5e `o I s = C.O.,St destinations throughout Fort Collins from the DTC. Two routes, #8 and #81, serve Northern Fort Foo..aneta � Collins and the project area a N IRMi1dY PoiX �� WxwoiY N Chap k , Routes#8 and#81 utilize the same loop, but travel F- - in opposite directions. Both routes utilize the same Cherry SI Buc gha St transit stops, including stops located on the far "'}®^uxvr sides of the Hibdon Court intersection which is anticipated to be useful for future patrons of the "1QYe 6 J.—C. EM. Iw. Y Pop oMoe Fort Collins Rescue Mission. .a.a:�p `e ser �a� OIiw SI 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. 10 Fox Tuttle Transportation Group,LLC Page 6 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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 S. 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. 10 Fox Tuttle Transportation Group,LLC Page 7 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 10 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) T 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. 10 Fox Tuttle Transportation Group,LLC Page 8 May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 10 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. 10 Fox Tuttle Transportation Group,LLC Page 9 May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 10 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 Average Daily AM Peak Hour PM Peak Hour Trips Trips Trips Users of Facility Quantity Unit Total In Out Total In Out Total In Out Employees 34 1 People 68 34 34 23 16 7 16 0 16 Volunteers/Interns 27 People 54 27 27 12 8 4 10 10 0 Visitors* 10 People 20 10 10 0 0 0 0 0 0 Deliveries* 2 Veh. 4 2 2 0 0 0 0 0 0 Partner Organization 5 Veh. 10 5 5 0 0 0 0 0 0 Visitors* Patrons* 100 People 0 0 0 0 0 0 0 0 0 156 78 78 35 24 11 26 10 16 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 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 Manualz 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 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 10 FKS]F47.62 476 238 238 11.00 110 58 52 11.12 111 52 59 Care Center Source: ITE Trip Generation 11th Edition, 2021. 2 Trip Generation Manual, 11t'Edition, Institute of Transportation Engineers, 2021. Fox Tuttle Transportation Group,LLC Page 10 May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 10 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 10 Fox Tuttle Transportation Group,LLC Page 11 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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 951h 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 95th 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. 10 Fox Tuttle Transportation Group,LLC Page 12 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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. 10 Fox Tuttle Transportation Group,LLC Page 13 May 24,2023 North College 1311 CDP Traffic Impact Study (FT#23043) 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. 10 Fox Tuttle Transportation Group,LLC Page 14 May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) Tables and Figures: Table 1 —Peak Hour Intersection LOS Summary Table 2—Peak Hour 95rh Percentile Queue Summary Table 3—Rescue Mission Trip Generation Summary SIN 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 Fox Tuttle Transportation Group,LLC Page 15 May 24,2023 FT#23043 North College 1331 ODP Traffic Impact Study 5/24/2023 Table 1- Peak Hour Intersection Level of Service Summary Existing Year 2025 Background Year 2025 Background+Project Year 2045 Background Year 2045 Background+Project Intersection and AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak Critical Movements/Approaches Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS STOP SIGN CONTROL 1.Mason St&Hibdon Ct 4 A 5 A 4 A 5 A 7 A 6 A 4 A 5 A 7 A 6 A Eastbound Left+Through+Right 9 A 9 A 9 A 9 A Westbound Left+Right 10 A 9 A 10 A 9 A 9 A 9 A Westbound Left+Through+Right 11 B 10 A 11 B 10 A Northbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A Northbound Left+Through+Right 7 A 7 A im7 A 7 A Southbound Left+Through 0 A 7 A 0 A 7 A i 0 A 7 A Southbound Left+Through+Right M 0 A 7 A 0 A 7 A 2.North College Ave&Hibdon Ct 0 A 0 A 0 A 0 A 1 A 1 A 1 A 0 A 2 A 1 A Eastbound Left+Through+Right 25 C 14 B 26 D 15 B 37 E 17 C 43 E 18 C 61 F 22 C Westbound Left+Through+Right 0 A 11 B 0 B 11 B 0 A 11 B 0 B 12 B 0 A 12 B Northbound Left 11 B 10 B 11 A 10 B 12 B 11 B 13 A 11 B 13 B 11 B Northbound Through 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Southbound Through+Right 0 A 9 A 0 A 9 A 0 A 9 A 0 A 10 A 0 A 10 A 3.Mason St&Hickory St 0 A 1 A 0 A 1 A 2 A 2 A 0 A 1 A 1 A 2 A Eastbound Left+Through 8 A 8 A 8 A 8 A 8 A 8 A 8 A 8 A 8 A 8 A Westbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Southbound Left+Right 11 8 11 B it B 11 B 12 B 11 B 11 8 it B 13 B 13 B 101.Hibdon Ct at Access Project Intersection project Intersection 6 A 5 A Project Intersection 6 A 5 A Eastbound Through+Right 0 A 0 A 0 A 0 A Westbound Left+Through 7 A 7 A 7 A 7 A Northbound Left+Right 9 A 9 A 9 A 9 A 102.Mason St at Rescue Mission Acces Project Intersection Project Intersection 1 A 0 A Project Intersection 1 A 0 A Eastbound Left+Right 9 A 9 A 9 A 9 A Northbound Left+Through 7 A 7 A 7 A 7 A Southbound Through+Right SL A=�� 0 A 0 A 0 A 0 A M SIGNAL CONTROL AIIIINE 4.North College Ave&Hickory St 6 A 8 A 7 A 8 A 8 A 10 A 7 A 9 A 9 A 11 B Eastbound Left 33 C 45 D 33 C 45 D 32 C 43 D 32 C 44 D 31 C 42 D Eastbound Right 43 D 54 D 43 D 54 D 41 D 53 D 42 D 53 D 40 D 52 D Northbound Left 7 A 7 A 8 A 7 A 11 8 10 A 12 B 10 B 19 B 15 B Northbound Through 3 A 4 A 3 A 4 A 4 A 5 A 4 A 5 A 4 A 6 A Southbound Through 4 A 4 A 4 A 4 A 5 A 5 A 5 A 4 A 6 A 5 A Southbound Right 3 A 3 A 3 A 3 A 3 A 3 A 3 A 3 A 3 A 4 A Note: Delay represented in average seconds per vehicle. • TUTTLE 230431-05 FT#23043 North College 1331 CDP Traffic Impact Study 5/24/2023 Table 2 - Peak Hour Estimated 95th Percentile Queues Ex. Year 2022 Existing Year 2025 Year 2025 with Year 2045 Year 2045 with Intersections and Lane Groups Storage Background Project Background Project Length (ft) AM PM AM PM AM PM AM PM AM PM 1.Mason St&Hibdon Ct Stop-Control Stop-Control Stop-Control Stop-Control Stop-Control 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' . W 3' 0' Southbound Left+Through 0' 0' 0' 0' .0 0' 0' i Southbound Left+Through+Right 0' 0' 0' 0' 2.North College Ave& Stop-Control Stop-Control Stop-Control Stop-Control Stop-Control 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 Stop-Control Stop-Control Stop-Control Stop-Control Stop-Control 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& Signalized Signalized Signalized Signalized Signalized 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 Project Intersection Project Intersection Stop-Control Project Intersection Stop-Control 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 Project Intersection Project Intersection Stop-Control Project Intersection Stop-Control Mission Access Eastbound Left+Right 0' 0' 0' 0' Northbound Left+Through 0' 0' 0' 0' Southbound Through+Right 0' 0' 0' 0' TUTTLE 23043_LOS s{ " f ,� ,jj�� '•^ry' �' Fin — _ !/ .� Y... -•R �' dry,, ��r�{ �J-i%� y��.p�}..,.��.- �� r r W <. S J J U tC O 2 .t {j FORT COLLINS COLORADO STATE MIDTOWN UNIVERSITY S::z 1 � } - F [ins Windsor Greeley 'c a Lm o:ana o • ''�-F � � �' ky MRocountain •�'� - '',� fir, r�� Nsuonai Park Gmnd Lake •'-' �� ". Lon omont , Granby �^ • t •a t ; Boulder -` 111 ;r 3•+�� nn ; r t r . . t. ��.... ■I.` Denver `�\ F l • Lakewood- Aurora �r�.r • . Lndeton ■ TUTTLE "' T I A N S P 0 R TA T I O N G R O U P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO VICINITY MAP Project# 23043 Original Scale NTS Date 5/24/2023 Drawn by CAF Figure# 1 ROW AREA A AREA=0-71ACRES(31,120 SQ. FT.) (CURRENT OWNER - - J N COLLEGE 1311 LLC) J G I lull �� -HIBDON COURT_ :EXISTING 4 EASE INT. y_ TO BE ME ROW / AREA2 �I( AREA=1.72 ACRES(74,867 SQ. FT.) — —— I J1 (CURRENT OWNER N COLLEGE 1311 LLC) 7r �4 ILI ; L1 I I.1J LI i L-I I .J ROW � I T AREA 5 AREA= 1.29 ACRES(56,127 SO. FT.) V1 tl (Cl VNER ti N C( LOT B 11 LLC) PROPOSED ROW PROPERTY ��--4980- _�'� \ `� BOUNDARY -� LOT A AREA 6 ARE2A 4 1 2iy�\\ ( \\\ AREA=0.12 ACRES \ AREA= 1.54 ACRES(66.8 6 SQ. FT.) O \ �\ (5,335 SQ. FT.) \ \ (CURRENT OWN R \ �\ \ (CURRENT OWNER CITY OF FORT COL INS) �\\ �,p\ `\\ CITY OF FORT COLLI S) Q.FT.) \ PROPOSED LOT LINE l� New Full Movement Access; Side-street stop controlled N New Full Movement Access; New Full Movement Access; Side-street stop controlled Side-street stop controlled mgmK4 TUTTLE T R A N S P O R TA T 1 o N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO CONCEPTUAL SITE PLAN Project# 23043 Original Scale NTS I Date 5/24/2023 Drawn by CAF I Figure# 2 1 Mq 3 2 . NpRT oti y p ST 0 N C� O O C" W O � G /6 = 4/5 / 'K 0/1 = }2/12 1/0 4 0/0 Co 7/10 0/0 0 c° N n / i / / t N - °o 260 HIBDON CT. �— / vm 25/66 90 91/97 Lu Lu Co J / sov •N C 40 HICKORY ST. 1/1 1/10 i _ rL � ! /,� �"— 136/167 127/142 ° Y � Y / N KEY X XXX DAILY TRAFFIC VOLUME XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME mffiiiiil TUTTLE LANE CONFIGURATION T I A N S P 0 R TA T I O N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO YEAR 2022 EXISTING TRAFFIC VOLUMES Project# 23043 Original Scale NTS Date 5/24/2023 1 Drawn by CAF I Figure# 3 1 Mq 3 2 . NpRT oti y p ST 0 F cF � G /6 = 4/5 0/1 = }2/12 0 1/0 4 0/0 co 7/10 0/0 0 oz c � � 0 0 � � o 0 moo �c / i / / t N - °o 270 HIBDON CT. vm 26/68 90 145 _ w • --- 94/100 _ w � Lu o wa y J / N Not SN HICKORY�T.iL � � i140/172 ° KEY X XXX DAILY TRAFFlC VOLUME XX/XX AM/PM PEAK HOUR TRAFFlC VOLUME LANE CONFlGURATION t TUTTLER TAT I O N G R O O R NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO YEAR 2025 BACKGROUND TRAFFIC VOLUMES 23043 Original Scale NTS Date 5/24/2023 Drawn by CAF Figure# 4 1 Mq S 2 . NpRT Oy y c p sT� � F o FC � G } /5 = 5/5 0/1 oo = 2/15 0 1/0 4 � 0/0 co 10/10 0/0 0 \ o c M L \ o > o / � m / / No, T •y 310 HIBDON CT. �---- / vm 30/80 '0 175 r 110/115 = , N � J �Y J — , MA SoV / SO1/'1V0 HICKORYST. 165 200 KEY X XXX DAILY TRAFFIC VOLUME XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME LANE CONFIGURATION ■ TUTTLE T I A N S P O R TAT I o N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO YEAR 2045 BACKGROUND TRAFFIC VOLUMES Project# 23043 Original Scale NTS Date 5/24/2023 Drawn by CAF Figure# 5 1 Mq 3 2 . NpRT oti y C s o�� 0500N Co G, 0 [0%] 0% [10%] 0% 90 [35%]� 35% o [45%] 7 45% ➢ [0%]4 0% 0 . o o Lo cD o �C o o n H �; C 25 % / To/From North 4 NORT i via North y ° � College Ave. o, � � F i Lo G� 9 HIBDON CT. �� //�� m [15%] 90 x PROJECT [40%] SITE Q '�► �� ° w { cU o �d71 w cD N � J / �t- • . cr- �/ 3 . MgSpN • ~ Q) i Q � HICKORY ST. • 0%� 55% o �s s l T . =f 0% 0% X GG w \ - < P 0 ,o`PS� / _ - N ul N 1a�°o �s o KEY � � 75 /0 2 $ To/From South o via North XX% [XX%] ENTERING [BITING] TRIP PERCENTAGE bey College Ave. LANE CONFIGURATION y ■ TUTTLE T I A N S P 0 R TA T I O N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO SITE TRIP DISTRIBUTION - RESCUE MISSION Project# 23043 Original Scale NTS I Date 5/24/2023 Drawn by CAF Figure# 6A 1 Mq 3 2 . NpRT oti y p s o�� I5DON CO G, 0 90 0% 0% _ [10%] 0% _ 0%4 0% 0 0% 7 0% ➢ 0% 0% 0%• / [75%] ° 45% ` 55% [15%] 0% co .4 o O \ J• 2 CD CD Q, c° u u Ya 5 ' 35 % To/From North 4 NORT i via North y i College Ave. , CIO�I F 0 HIBDON CT. / 7, [25%]� X x PROJECT ; I � [45%] SITE o w C -_ w N p G� 5 /0 O i i _• ti CC ,' 3 A4,q To/From West so via Hickory St. .�1� ) ►r sT o S HICKORY ST. 5%� 40% o s s 1r.f 0% 0% X P � � 0 s � N w o°�° —y oo 60 % KEY 2 To/From South o via North XX% [XX%] ENTERING [EXITING] TRIP PERCENTAGE bey College Ave. LANE CONFIGURATION y mdmM TUTTLEI, T I A N S P 0 R TA T I O N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO SITE TRIP DISTRIBUTION - EAST LOT Project# 23043 Original Scale NTS Date 5/24/2023 Drawn by CAF I Figure# 613 1 Mq 3 2 . NpRT oti y p sT� p�� Ng00N Co G�F� tc cq CD 0/0 • 0/0 1/2 •0/0 90 4/6 8/4 0 5/8 r 710/5 0/0 cn 4 0/0 co 4/6 2 1 Z 0/0 0/0 --1 4/6 0/0 0 • a • z c� oho o O o o C n m n o 0 � o o Y 0 Y 0 i i cw s HIBDON CT. �— / m 2/2 X PROJECT 65 -- -- 4/6 1 SITE 0 N ZZ i •s�! ti 3 . Mq SON I � _ ~ I Q) HICKORY ST. • . O/0� 13/6 � o�ss T w_ � _• 0/0 0/0 z P co w N Lu z \ti -y KEY �p X XXX DAILY TRAFFIC VOLUME �a XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME OZ LANE CONFIGURATION ■ TUTTLE T IA N S P 0 R TAT 1 o N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO SITE-GENERATED TRIP VOLUMES - RESCUE MISSION Project# 23043 Original Scale NTS Date 5/24/2023 1 Drawn by CAF I Figure# 7A 1 Mq 3 2 . NpRT oti y C sT� p�� g00N Coco �G _ N\ N o o F G 0/0 • 0/0 5/6 •0/0 90 0/0 4 >_ 39/ 0 0/0 7 7 o/o o/o 4 �o/oco 0/0• 39/44 Z 26/24 32/28 8/9 0/0 0 0 o v 00 �'Lo• n o .n o 0 i i 4 No, T, "A I 0� oil, A M pft � • � � o ao S " HIBDON CT. �---- / vm 13/15 PROJECT 285 W ►- = �- 23/26 SITE �— W C) 1 s . Mgsoy s 1 • ,n. left HICKORY ST. : 3/3 23/21 • l 1� w_ 0/0 0/0 P � � O - Y w N w - - - - - - 131 0\° KEY �p �y 'O err X XXX DAILY TRAFFIC VOLUME �a XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME OZ mdmK4 TUTT LEI, LANE CONFIGURATION T I A N S P 0 R TA T I O N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO SITE-GENERATED TRIP VOLUMES - EAST LOT Project# 23043 Original Scale NTS Date 5/24/2023 1 Drawn by CAF I Figure# 7B 1 Mq 3 2 . NpRT O,y y p sT� p�� 0 g 0 0 N Co n �G, 0 0 0 ^ N T M omoo o �G 0/0 • 0/6 10/13 •0/1 90 4/6 >- 8/4 0 6/18 7 13/23 ➢ 1/0 0/0 4/6• / 44/57 ° ` cn 19 25 0 0 co Z 26/24 32/28 / / z c� • a ^ \ Q, � � o c° N 4 No, T/y �• / HIBDON CT. / vm 41/85 '0 PROJECT ass _ ; -- 121/132 SITE �- -_ _ - Q • .rr''" �II / ` p 3 M sov ■� �.t r� 2 Y�i // ST'A HICKORY ST. l \ • 4/4 37/36 0 GG�SS t T ILw I�• ._ 140/172 131/146 P � co w N w - - - - - - \ti -y KEY �p DAILY TRAFFIC VOLUME �o XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME TUTTLE LANE CONFIGURATION ■ T R A N S P O R T A T I O N BROUP NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO YEAR 2025 BACKGROUND + SITE-GENERATED TRAFFIC VOLUMES Project# 23043 Original Scale NTS I Date 5/24/2023 1 Drawn by CAF I Figure# 8 1 Mq 3 2 . NpRT O,y y co sT� 0 g 0 0 N Co �G, 0/0 • 0/5 11/13 •0/1 90 4/6 4 >- 8/4 0 6/18 7 13/25 ➢ 1/0 -0/0 4/6• / 44/60 ° ` � 22 25 0 0 co Z 26/24 32/28 / / z c� • a ^ \ � oo c° 4 No,pft T HIBDON CT. vm 45/97 Ip PROJECT 525 ` 137/147 10 SITE --_ _ Q � o Lu 1 3 . Mq SN , 1 � k• � 1_HICKORY ST. 4/4165/200�w KEY �p i x� X XXX DAILY TRAFFIC VOLUME �o XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME TUTTLE LANE CONFIGURATION ■ T R A N 5 P O R T A T I O N G R o u P NORTH COLLEGE 1311 ODP TRAFFIC IMPACT STUDY-FORT COLLINS, CO YEAR 2045 BACKGROUND + SITE-GENERATED TRAFFIC VOLUMES Project# 23043 Original Scale NTS I Date 5/24/2023 1 Drawn by CAF I Figure# 9 North College 1311 ODP Traffic Impact Study (FT#23043) 10 Appendix: Transportation Impact Study Base Assumptions Form Level of Service Definitions Existing Traffic Data Intersection Capacity Worksheets 10 Fox Tuttle Transportation Group,LLC May 24,2023 North College 1311 ODP Traffic Impact Study (FT#23043) 10 Transportation Impact Study Base Assumptions Form 10 Fox Tuttle Transportation Group,LLC May 24,2023 Chapter 4 — Attachments Attachment A Transportation Impact Study Base Assumptions Project Information Project Name Fort Collins Rescue Mission Project Location Parcel west and south of the Mason Street& Hibdon Ct. Intersection TIS Assumptions Type of Study Full: Intermediate: x MTIS: Memo: Study Area Boundaries North: Hibdon Ct. South: Hickory St. East: North College Ave. West: Mason St. Study Years Short Range: 2025 Long Range: N/A Future Traffic Growth Rate 1%growth (per 11/30/22 discussion and CDOT OTIS data) Study Intersections 1. All access drives 5. N.College Ave.&Hickory St. 2. Mason St. &Hibdon Ct. 6. 3, N.College Ave. &Hibdon Ct. 7, 4. Mason St. &Hickory St. $, Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: Trip Generation Rates rip generation rates based on similar sized facility with similar services and shifts. Propose 33 trios AM Peak.26 Trios PM Peak Trip Adjustment Factors Passbv: Captive Market: N/A N/A Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions No multi-modal adjustments since trip generation is based on people who drive to the location. Design Vehicle Information Anticipating typical passenger vehicles for trips associated with staff and volunteers. Committed Roadway Improvements 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. Other Traffic Studies None. Areas Requiring Special Study Multimodal activity associated with users of facility. Date: Traffic Engineer: ( amA 01/05/2023 Local Entity Engineer: Stever 6;U6'PW4f- 01/04/202-3 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 Chapter 4 — Attachments Attachment B Transportation Impact Study Pedestrian Analysis Worksheet DESTINATION Rec. Res. Inst. OfcBus. Corn. Ind. Other (S eci Recreation � 1) Residential a See Attached Spreadsheet c m Institution w .0 (school, church, civic) aOffice/Business .c Commercial 0 Industrial Other(specify) Ft. Collins Rescue Mission 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). F 12 Dwelling units or more. 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 Transportation Impact Study Pedestrian Analysis Worksheet Recreation Residential Inst. Ofc/Bus. Corn. Ind. Other Recreation Residential Institution Office/Business Commercial Industrial North College Mobile Home Park,Revive, Various Businesses off Hickory Village, North College,JAX, Stonecrest Mobile Home banks,the Lyric,touches Rocky Mountain Several North College Hickory Trail,Soft Gold Park,single family home Food Bank for Larimer Various auto oriented Country Club Corners Recycling,Valley Steel Hotels fall within the Other(Fort Collins Rescue Mission Park,Salyer Natural Area adjacent to site. County* repair services Development** and Wire, 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. N7151 I °' C°- We ° Grcrn Lcal-. Ewe Salutl ramlly Health Center Sur�anre f„ GreenDriar I a.w R Village rn.Cr - j Latimer °ye CI County Health ° j \ Department � ? E� 'v Cis [i �5.70 fl 1.322 73 fl -)SE M 4M R'n"J RAL AREA S�,l ® N.nu•,e r.,•,. I ►AGPIENENML.i „.. 3 1.2s.ean 1, 1.316.78 fl 1 ACMO"VIRAL AREA SALYER NATURAL AREA Mason St ` " Mason St .♦ G�ea`se Mo t .� U� •.Eve 0 e Neighborhood Dea er � w Hibdon Ct '•� __ Carnicieria Las DeIicias BACHer,shop r •Sonex Labs Unit #17 • _ •Gallito Tires ' 1 gig Deal �e•& I Schrade Prop f sed tires d NL Auto Trends Northern Colorado - ♦ - �o' Feeders Supply } V ' Animal eedsto FT#22099 Fort Collins Rescue Mission Traffic Impact Study 12/19/2022 ■ TUTTLE Table 3-Trip Generation Summary Average Daily AM Peak Hour PM Peak Hour Non-Auto Trips Trips Trips Users of Facility Unit Factor Rate Total In Out Rate Total In Out Rate Total In Out Employees(16 total) People 1.00 68 34 34 23 16 7 16 0 16 Volunteers/Interns(10 people 1.00 44 22 22 10 10 0 10 0 10 Total) Visitors* People 1.00 20 10 10 0 0 0 0 0 0 Deliveries* People 1.00 4 2 2 0 0 0 0 0 0 Partner Organization People 1.00 10 5 5 0 0 0 0 0 0 Visitors Patrons* People 0.00 0 0 0 0 0 0 0 0 0 Total New Trips 146 73 73 33 26 7 26 0 26 Source:Data from Denver Rescue Mission facilities of similar siz and operations. *Trips not included as they do not occur during the Peak Hours 22099 Volumes-Trip Gen MASON NOR TN S T co qp �' 9L �ss cP N o m /ps J O GAK ¢° _ [10%] 0% S MASON A [0%]4 �0% w s TAp z [35%] 0% z O �� `ti° • moss C) sE se o 0 0 0 � N o �� u Y S [0%] •0% [35%] , o , [35%] 10% z • N O R T N • n /' C' Off` o o c , 25 % CF M To/From North u vL i via North College Ave. [15%] S .k _ o I , . -_�, Jim Lo N HIBDON CT. Y PROJECT i� —' , � �, MASO/V SITE Lu srR 1 LU T S s^e 1p O 0%�/ 55% o 1 v~i - 2 0% 0% X p v, V) Y f 07 Y HICKORY ST. N 75 % KEY To/From South XX% [XX%] ENTERING [EXITING] TRIP PERCENTAGE via North LANE CONFIGURATION ■ T U TT L E College Ave. T rz A N S P p R TA T I O N G R o u P FORT COLLINS RESCUE MISSION TRAFFIC ANALYSIS STUDY- FORT COLLINS, CO SITE TRIP DISTRIBUTION Project# 22099 Original Scale NTS I Date 12/19/22 Drawn by JKL I Figure# 6 North College 1311 ODP Traffic Impact Study (FT#23043) Level of Service Definitions 10 Fox Tuttle Transportation Group,LLC May 24,2023 ■ TUTTLE 10 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 Delay in seconds per vehicle(a) of Service Definition Rating Signalized Unsignalized Low vehicular traffic volumes; primarily free flow operations. Density is A 0.0 to 10.0 0.0 to 10.0 low and vehicles can freely maneuver within the traffic stream. Drivers are able to maintain their desired speeds with little or no delay. Stable vehicular traffic volume flow with potential for some restriction B 10.1 to 20.0 10.1 to 15.0 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. Stable traffic operations, however the ability for vehicles to maneuver is C 20.1 to 35.0 15.1 to 25.0 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. Approaching unstable vehicular traffic flow where small increases in D 35.1 to 55.0 25.1 to 35.0 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. Traffic operations characterized by significant approach delays and average travel speeds of one-half to one-third the free flow speed. E 55.1 to 80.0 35.1 to 50.0 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. Forced vehicular traffic flow and operations with high approach delays F >80.0 >50.0 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 (6t' Edition, 2016) criteria. North College 1311 ODP Traffic Impact Study (FT#23043) Existing Traffic Data 10 Fox Tuttle Transportation Group,LLC May 24,2023 www.idaxdata.com Mason St Hibdon Ct Date: 12/07/2022 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:30 AM to 8:30 AM 0 ��pnn• c o Hibdon Ct i �+ L 0 flC1000� ^ TEV: 4 1-2 <_ 2 L0 PHF: 0.5 0 ------- o r 2 oa_ 1 V 0 n t r <0UH, . o r HV%: PHF c G m EB - - a� T� WB 100.0% 0.25 • NB 0.0.0% 0.25 A SB TOTAL 50.0% 0.50 Two-Hour Count Summaries nla Hibdon Ct Mason St Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 1 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 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:15 AM 0 0 0 0 0 2 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 0 0 0 0 0 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Count Total 0 0 0 0 0 3 0 0 0 0 1 1 0 0 0 0 5 0 All 0 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 4 0 Peak HV 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 .our HV% - - - - - 100% - - - - 0% 0% - - - - 50% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 7:45 AM 0 0 0 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 8:15 AM 0 2 0 0 2 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 8:45 AM 1 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 Count Total 0 3 0 0 3 0 2 3 0 5 0 0 0 0 0 Peak Hr 1 0 2 0 0 2 1 0 2 0 0 2 1 0 0 0 0 0 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles n/a Hibdon Ct Mason St Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 1 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 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 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 0 2 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 0 0 0 0 0 2 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Count Total 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 0 Peak Hour 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 Two-Hour Count Summaries-Bikes nla Hibdon Ct Mason St Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 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 0 0 0 7:30 AM 0 0 0 2 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 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:15 AM 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 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 3 0 0 0 3 3 Count Total 0 0 0 2 0 0 0 0 3 0 0 0 5 0 Peak Hour 0 0 0 2 0 0 0 0 0 0 0 0 2 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Mason St Hibdon Ct Date: 12/07/2022 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:00 PM to 5:00 PM o Hibdon Ct i L 6 1<HUD 18 ^ TEV: 32 � 12 L 0� PHF: 0.73 0 r 1 A p V 0 IIJJ 11 r' <fl0000, 0 o n HV%: PHF T o °w EB - - m �� Tn WB 11 % 0. 75 NB 0.0% 0.5858 A tO SB 14.3°% 0.44 TOTAL 9.4% 0.73 Two-Hour Count Summaries nla Hibdon Ct Mason St Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 0 1 0 0 0 3 0 0 1 0 5 0 4:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 1 0 7 0 4:30 PM 0 0 0 0 0 3 0 2 0 0 0 2 0 2 2 0 11 0 4:45 PM 0 0 0 0 0 6 0 0 0 0 0 2 0 1 0 0 9 32 5:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 29 5:15 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 1 2 0 5 27 5:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 3 19 5:45 PM 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 3 13 Count Total 0 0 0 0 0 16 0 10 0 0 1 7 0 4 7 0 45 0 All 0 0 0 0 0 12 0 6 0 0 0 7 0 3 4 0 32 0 Peak HV 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 3 0 Hour HV% - - - - - 0% - 339% - - - 0% - 0% 25% - 9% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 4:00 PM 0 1 0 1 2 0 1 0 0 1 0 0 0 0 0 4:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 5:00 PM 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 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 2 0 1 3 0 1 1 1 3 0 0 0 0 0 Peak Hr 1 0 2 0 1 3 1 0 1 1 1 3 1 0 0 0 0 0 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles n/a Hibdon Ct Mason St Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 2 0 4:15 PM 0 0 0 0 0 0 0 1 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 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 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 0 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 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 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 3 0 Peak Hour 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 3 0 Two-Hour Count Summaries-Bikes nla Hibdon Ct Mason St Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 3 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:15 PM 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 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 1 0 0 0 1 0 0 1 0 3 0 Peak Hour 0 0 0 1 0 0 0 1 0 0 1 0 3 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com College Ave Hibdon Ct Date: 12/07/2022 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:30 AM to 8:30 AM N m .00 u) Q VOm d O O O 41 Co O O O O O O J 1 L Drivewa J 1 L. _j 0 j-flUUM> 0 0 L 4-1 TEV: 1,415 0 1 L O 0 1� 1 PHF: 0.84 �p 10 0� oa oo �0 O� 7 �•► o t o� Q u � ro Hibdon Ct� ♦� n t r -flfl000 -- m HV%: PH5 '. t r r r> o EB 25.0% 0.75 0 0 0 WB - r NB 9.1% 0.90 O� ^� 104 SB 7.5% 0.80 TOTAL 8.3% 0.84 Two-Hour Count Summaries Hibdon Ct Driveway College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 1 86 0 0 0 135 3 225 0 7:15 AM 0 1 0 1 0 0 0 0 0 1 104 0 0 0 182 1 290 0 7:30 AM 0 2 0 0 0 0 0 0 0 0 112 0 0 0 230 3 347 0 7:45 AM 0 1 0 2 0 0 0 0 2 4 140 0 0 0 271 2 422 1,284 8:00AM 0 1 0 2 0 0 0 0 1 5 123 0 0 0 160 1 293 1,352 8:15 AM 0 0 1 3 0 0 0 0 0 2 139 0 0 0 205 3 353 1,415 8:30 AM 0 2 0 2 0 0 0 0 1 1 120 0 0 0 188 2 316 1,384 8:45 AM 0 1 1 0 0 1 0 1 0 2 139 0 1 0 196 4 346 1,308 Count Total 0 8 2 10 0 1 0 1 4 16 963 0 1 0 1,567 19 2,592 0 All 0 4 1 7 0 0 0 0 3 11 514 0 0 0 866 9 1,415 0 Peak HV 0 1 0 2 0 0 0 0 0 1 47 0 0 0 63 3 117 0 Hour HV% - 25% 0% 29% - - - - 0% 9% 9% - - - 7% 33% 8% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 0 0 11 15 26 0 0 0 0 0 1 1 0 0 2 7:15 AM 0 0 19 4 23 0 0 0 2 2 0 3 0 0 3 7:30 AM 1 0 13 12 26 0 0 0 0 0 0 1 0 0 1 7:45 AM 1 0 11 15 27 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 8 21 29 0 0 0 0 0 0 1 0 0 1 8:15 AM 1 0 16 18 35 0 0 0 0 0 0 2 0 0 2 8:30 AM 2 0 14 14 30 0 0 0 0 0 2 2 0 0 4 8:45 AM 0 0 10 20 30 0 0 1 0 1 2 4 1 0 7 Count Total 5 0 102 119 226 0 0 1 2 3 5 14 1 0 20 Peak Hour 3 0 48 66 117 0 0 0 0 0 0 4 0 0 4 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles Hibdon Ct Driveway College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 11 0 0 0 15 0 26 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 19 0 0 0 3 1 23 0 7:30 AM 0 1 0 0 0 0 0 0 0 0 13 0 0 0 12 0 26 0 7:45 AM 0 0 0 1 0 0 0 0 0 0 11 0 0 0 14 1 27 102 8:00 AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 21 0 29 105 8:15 AM 0 0 0 1 0 0 0 0 0 1 15 0 0 0 16 2 35 117 8:30 AM 0 0 0 2 0 0 0 0 0 1 13 0 0 0 14 0 30 121 8:45 AM 0 0 0 0 0 0 0 0 0 0 10 0 0 0 20 0 30 124 Count Total j 0 1 0 4 0 0 0 0 0 2 100 0 0 0 115 4 226 0 Peak Hour 1 0 1 0 2 0 0 0 0 0 1 47 0 0 0 63 3 117 0 Two-Hour Count Summaries-Bikes Hibdon Ct Driveway College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 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 2 2 0 7:30 AM 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 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:15 AM 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 0 0 0 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 1 Count Total 0 0 0 0 0 0 0 1 0 0 0 2 3 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com College Ave Hibdon Ct Date: 12/07/2022 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:15 PM to 5:15 PM tD N .0 O 00 O N � Q � V O d O 0 N N O Co N O r 1 L U Drivewa J 1 L. 0 «' L 1 flUUUDa>0 L 1 1 A 5-1 TEV: 1,943 L ~ 0 0 . _ 0 1� 0 � PHF: 0.98 �0 10 0— �� vo �0 A� 1 0� 10 0 4 0 r0 Hibdon Ct—I ni t r <�fl0000u..... m HV%: PHF r N NM EB 0.0% 0.63 c N c d WB 0.0% 0.25 NB 3.5% 0.98 Ot SB 5.0% 0.94 TOTAL 4.1% 0.98 Two-Hour Count Summaries Hibdon Ct Driveway College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 2 0 3 0 0 0 0 2 7 250 0 0 0 197 3 464 0 4:15 PM 0 2 0 0 0 0 0 0 2 8 262 0 0 0 199 6 479 0 4:30 PM 0 1 0 4 0 0 0 0 0 7 266 0 0 1 211 4 494 0 4:45 PM 0 2 0 4 0 0 0 1 0 2 259 0 2 0 221 3 494 1,931 5:00 PM 0 0 0 2 0 0 0 0 0 8 267 0 0 0 197 2 476 1,943 5:15 PM 0 1 0 2 0 0 0 0 2 4 263 0 0 0 196 2 470 1,934 5:30 PM 0 1 0 3 0 0 0 0 1 5 261 0 0 0 200 4 475 1,915 5:45 PM 0 2 0 4 0 0 0 0 0 2 206 1 0 0 165 3 383 1,804 Count Total 0 11 0 22 0 0 0 1 7 43 2,034 1 2 1 1,586 27 3,735 0 All 0 5 0 10 0 0 0 1 2 25 1,054 0 2 1 828 15 1,943 0 Peak HV 0 0 0 0 0 0 0 0 0 1 37 0 0 0 42 0 80 0 Hour HV% - 0% - 0% - - - 0% 0% 4% 4% - 0% 0% 5% 0% 4% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 4:00 PM 0 0 22 13 35 0 0 0 0 0 1 7 1 0 9 4:15 PM 0 0 14 11 25 0 0 1 0 1 2 0 0 0 2 4:30 PM 0 0 13 11 24 0 0 0 1 1 2 2 0 0 4 4:45 PM 0 0 7 14 21 0 0 1 0 1 0 2 0 0 2 5:00 PM 0 0 4 6 10 0 0 0 1 1 0 3 0 0 3 5:15 PM 0 0 7 11 18 0 0 0 0 0 1 1 0 0 2 5:30 PM 0 0 13 10 23 0 0 0 0 0 1 2 0 0 3 5:45 PM 0 0 2 5 7 1 0 0 0 0 0 0 4 0 4 8 Count Total 0 0 82 81 163 0 0 2 2 4 1 7 21 1 4 33 Peak Hour 0 0 38 42 80 1 0 0 2 2 4 1 4 7 0 0 11 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles Hibdon Ct Driveway College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 1 21 0 0 0 13 0 35 0 4:15 PM 0 0 0 0 0 0 0 0 0 1 13 0 0 0 11 0 25 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 13 0 0 0 11 0 24 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 14 0 21 105 5:00 PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 6 0 10 80 5:15 PM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 11 0 18 73 5:30 PM 0 0 0 0 0 0 0 0 0 0 13 0 0 0 10 0 23 72 5:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 5 0 7 58 Count Total j 0 0 0 0 0 0 0 0 0 2 80 0 0 0 81 0 163 0 Peak Hour 1 0 0 0 0 0 0 0 0 0 1 37 0 0 0 42 0 80 0 Two-Hour Count Summaries-Bikes Hibdon Ct Driveway College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 3 5:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Count Total j 0 0 0 0 0 0 0 2 0 1 1 0 4 0 Peak Hour 1 0 0 0 0 0 0 0 2 0 1 1 0 4 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Mason St Hickory St Date: 12/07/2022 N Peak Hour Count Period: 7:00 AM to 9:00 AM T Peak Hour: 7:45 AM to 8:45 AM n I I N r N •IW �O C O Hickory St L , fl0000a 129 128 3 � 0� TEV: 272 � 127 L.0 137 1 PHF: 0.87 � 0 0-141 Q c c El u `0 136 Hickory St HV%: PHF EB 2.9% 0.65 W B 3.9% 0.80 NB - - SB 42.9% 0.88 TOTAL 4.4% 0.87 Two-Hour Count Summaries Hickory St Hickory St NIA Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 21 0 0 0 14 0 0 0 0 0 0 0 0 0 35 0 7:15 AM 0 0 22 0 0 0 20 0 0 0 0 0 0 1 0 1 44 0 7:30 AM 0 0 33 0 0 0 27 0 0 0 0 0 0 0 0 0 60 0 7:45 AM 0 1 27 0 0 0 39 1 0 0 0 0 0 2 0 0 70 209 8:00 AM 0 0 24 0 0 0 40 0 0 0 0 0 0 2 0 0 66 240 8:15 AM 0 0 32 0 0 0 24 0 0 0 0 0 0 0 0 2 58 254 8:30 AM 0 0 53 0 0 0 24 0 0 0 0 0 0 1 0 0 78 272 8:45 AM 0 0 26 0 1 0 23 0 0 0 0 0 0 0 0 0 50 252 Count Total 0 1 238 0 1 0 211 1 0 0 0 0 0 6 0 3 461 0 All 0 1 136 0 0 0 127 1 0 0 0 0 0 5 0 2 272 0 Peak HV 0 0 4 0 0 0 4 1 0 0 0 0 0 1 0 2 12 0 .our HV% - 0% 3% - - - 3% 100% - - - - - 20% 4% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 2 1 0 0 3 0 0 0 0 0 0 0 1 0 1 7:15 AM 2 1 0 1 4 0 1 0 0 1 0 0 0 0 0 7:30 AM 1 0 0 0 1 0 0 0 2 2 0 0 1 0 1 7:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 8:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 8:15 AM 1 2 0 2 5 0 0 0 0 0 0 0 1 0 1 8:30 AM 3 2 0 0 5 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 0 0 0 0 4 0 0 0 4 0 0 1 0 1 Count Total 9 7 0 4 20 4 1 0 2 7 0 0 6 0 6 Peak Hr 4 5 0 3 12 0 0 0 0 0 0 0 3 0 3 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles Hickory St Hickory St N/A Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 0 7:15 AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 1 4 0 7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7 8:15 AM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 2 5 8 8:30 AM 0 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 5 12 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Count Total 0 0 9 0 0 0 6 1 0 0 0 0 0 1 0 3 20 0 Peak Hour 0 0 4 0 0 0 4 1 0 0 0 0 0 1 0 2 12 0 Two-Hour Count Summaries-Bikes Hickory St Hickory St N/A Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 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 0 1 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:15 AM 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 0 0 0 8:45 AM 3 1 0 0 0 0 0 0 0 0 0 0 4 4 Count Total 3 1 0 0 1 0 0 0 0 0 0 2 7 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Mason St Hickory St Date: 12/07/2022 N Peak Hour Count Period: 4:00 PM to 6:00 PM T Peak Hour: 4:30 PM to 5:30 PM �2 N 1 oho c o Hickory St �+ L 10 fl05555 144 1 — 0 TEV: 334 ~ 142 o ' L.0 168 1 PHF: 0.92 1 2- c 2 `0 of 179 4 167 Hickory St HV%: PHF EB 1.8% 0.93 W B 2.0% 0.87 NB - - SB 0.0°% 0.65 TOTAL 1.8% 0.92 Two-Hour Count Summaries Hickory St Hickory St NIA Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 2 40 0 0 0 43 3 0 0 0 0 0 1 0 1 90 0 4:15 PM 0 0 24 0 0 0 40 2 0 0 0 0 0 4 0 2 72 0 4:30 PM 0 1 35 0 0 0 36 2 0 0 0 0 0 5 0 0 79 0 4:45 PM 0 0 43 0 0 0 38 6 0 0 0 0 0 2 0 2 91 332 5:00 PM 0 0 45 0 0 0 29 2 0 0 0 0 0 3 0 0 79 321 5:15 PM 0 0 44 0 1 0 39 0 0 0 0 0 0 1 0 0 85 334 5:30 PM 0 0 19 0 0 0 32 2 0 0 0 0 0 2 0 0 55 310 5:45 PM 0 0 22 0 0 0 37 1 0 0 0 0 0 1 0 1 62 281 Count Total 0 3 272 0 1 0 294 18 0 0 0 0 0 19 0 6 613 0 All 0 1 167 0 1 0 142 10 0 0 0 0 0 11 0 2 334 0 Peak HV 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 6 0 Hour HV% - 0% 2% - 0% - 2% 0% - - - - - 0% - 0% 2% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 4:00 PM 2 0 0 2 4 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 1 0 0 0 1 1 0 1 0 2 4:30 PM 1 1 0 0 2 2 0 0 1 3 0 0 0 1 1 4:45 PM 1 1 0 0 2 1 0 0 0 1 1 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:15 PM 1 1 0 0 2 0 0 0 1 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 2 0 0 0 2 6 0 1 0 7 5:45 PM 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 Count Total 5 3 0 2 10 6 1 0 2 9 10 0 3 1 14 Peak Hr 1 3 3 0 0 6 1 3 0 0 2 5 1 1 0 1 1 3 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles Hickory St Hickory St N/A Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 4 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 4:45 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 8 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:15 PM 0 0 1 0 0 0 1 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 0 0 0 0 0 4 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Count Total 0 0 5 0 0 0 3 0 0 0 0 0 0 1 0 1 10 0 Peak Hour 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 6 0 Two-Hour Count Summaries-Bikes Hickory St Hickory St N/A Mason St Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 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 0 1 0 4:30 PM 0 2 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 5 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:15 PM 0 0 0 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 0 2 4 5:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 4 Count Total 1 5 0 0 1 0 0 0 0 0 0 2 9 0 Peak Hour 1 2 0 0 0 0 0 0 0 0 0 2 5 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com College Ave Hickory St WWI Date: 12/07/2022 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:30 AM to 8:30 AM JT N aOD 'O* O O l V J 1 fl000�a...> 135 /1 2 A � 0=11 TEV: 1,573 116 25 PHF: 0.84 91 0 4/ <..MUD.._. Hickory St n "i ■ HV%: PHF It t � w ¢ EB 2.6% 0.85 0 0 m d WB tj NB 8.7% 0.87 O� m SB 7.2°% 0.80 rn N TOTAL 7.4% 0.84 Two-Hour Count Summaries Hickory St N/A College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 3 0 17 0 0 0 0 0 8 75 0 0 0 125 7 235 0 7:15 AM 0 4 0 17 0 0 0 0 0 15 98 0 0 0 172 10 316 0 7:30 AM 0 5 0 29 0 0 0 0 0 16 116 0 0 0 215 13 394 0 7:45 AM 0 8 0 20 0 0 0 0 1 32 138 0 0 0 254 13 466 1,411 8:00 AM 0 6 0 19 0 0 0 0 0 22 122 0 0 0 143 17 329 1,505 8:15 AM 0 6 0 23 0 0 0 0 0 15 136 0 0 0 197 7 384 1,573 8:30 AM 0 15 0 39 0 0 0 0 1 21 117 0 0 0 183 8 384 1,563 8:45 AM 0 6 0 22 0 0 0 0 0 12 138 0 0 0 179 13 370 1,467 Count Total 0 53 0 186 0 0 0 0 2 141 940 0 0 0 1,468 88 2,878 0 All 0 25 0 91 0 0 0 0 1 85 512 0 0 0 809 50 1,573 0 Peak HV 0 0 0 3 0 0 0 0 0 2 50 0 0 0 62 0 117 0 Hour HV% - 0% - 3% - - - - 0% 2% 10% - - - 8% 0% 7% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 2 0 12 14 28 0 0 0 0 0 0 0 0 0 0 7:15 AM 2 0 17 3 22 0 0 0 0 0 0 2 0 0 2 7:30 AM 1 0 14 11 26 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 13 14 27 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 7 20 28 0 0 0 0 0 0 1 0 0 1 8:15 AM 1 0 18 17 36 0 0 0 0 0 2 1 2 0 5 8:30 AM 3 0 18 17 38 0 0 0 0 0 2 2 0 0 4 8:45 AM 0 0 8 21 29 1 0 0 0 1 0 4 0 0 4 Count Total 10 0 107 117 234 1 1 0 0 0 1 1 4 10 2 0 16 Peak Hr 1 3 0 52 62 117 0 0 0 0 0 2 2 2 0 6 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles Hickory St N/A College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 2 0 0 0 0 0 0 12 0 0 0 13 1 28 0 7:15 AM 0 1 0 1 0 0 0 0 0 1 16 0 0 0 3 0 22 0 7:30 AM 0 0 0 1 0 0 0 0 0 0 14 0 0 0 11 0 26 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 13 0 0 0 14 0 27 103 8:00 AM 0 0 0 1 0 0 0 0 0 0 7 0 0 0 20 0 28 103 8:15 AM 0 0 0 1 0 0 0 0 0 2 16 0 0 0 17 0 36 117 8:30 AM 0 1 0 2 0 0 0 0 0 3 15 0 0 0 17 0 38 129 8:45 AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 21 0 29 131 Count Total 0 2 0 8 0 0 0 0 0 6 101 0 0 0 116 1 234 0 Peak Hour 0 0 0 3 0 0 0 0 0 2 50 0 0 0 62 0 117 0 Two-Hour Count Summaries-Bikes Hickory St N/A College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 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 0 0 0 7:30 AM 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 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 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 0 0 0 8:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 1 Count Total 1 0 0 0 0 0 0 0 0 0 0 0 1 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com College Ave ; ,.�� Hickory St w�) Date: 12/07/2022 : Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:00 PM to 5:00 PM v n �o ro m OFO 0 r N p «J1U __JA ~' fl0000a..., 168 _ 0 A 0 TEV: 2,175 n 16� 66 • 0 00 o PHF: 0.97 \' o n u Q 97 0 NV Hickory St� �■ * ■ HV%: PHF <��I 000 t..... > 1 `� v y a EB 3.1% 0.80 0 0 o N d WB - - • �j NB 5.0% 0.97 oa_ SB 5.8% 0.92 %(� ao TOTAL 5.1% 0.97 Two-Hour Count Summaries Hickory St NIA College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 12 0 28 0 0 0 0 1 33 266 0 2 0 182 16 540 0 4:15 PM 0 20 0 13 0 0 0 0 0 27 266 0 0 0 188 13 527 0 4:30 PM 0 14 0 25 0 0 0 0 0 25 269 0 0 0 201 15 549 0 4:45 PM 0 20 0 31 0 0 0 0 2 29 247 a 0 0 220 jp 559 2,175 5:00 PM 0 12 0 37 0 0 0 0 2 27 252 0 1 0 181 11 523 2,158 5:15 PM 0 17 0 33 0 0 0 0 2 30 246 0 0 0 198 14 540 2,171 5:30 PM 0 14 0 12 0 0 0 0 1 23 245 0 0 0 193 15 503 2,125 5:45 PM 0 4 0 19 0 0 0 0 1 30 217 0 0 0 161 9 441 2,007 Count Total 0 113 0 198 0 0 0 0 9 224 2,008 0 3 0 1,524 103 4,182 0 All 0 66 0 97 0 0 0 0 3 114 1,048 0 2 0 791 54 2,175 0 Peak HV 0 1 0 4 0 0 0 0 0 3 55 0 0 0 49 0 112 0 Hour HV% - 2% - 4% - - - - 0% 3% 5% - 0% - 6% 0% 5% 0 Note:Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SIB Total EB WB NB SIB Total East West North South Total 4:00 PM 3 0 22 13 38 0 0 0 0 0 0 6 0 0 6 4:15 PM 0 0 15 10 25 0 0 0 0 0 2 1 0 0 3 4:30 PM 1 0 12 13 26 0 0 0 1 1 3 1 0 0 4 4:45 PM 1 0 9 13 23 0 0 1 0 5:00 PM 0 0 5 7 12 0 0 0 0 0 1 4 3 0 8 5:15PM 1 0 9 8 18 0 0 0 0 0 2 1 0 0 3 5:30 PM 0 0 13 11 24 0 0 0 0 0 0 1 1 0 2 5:45 PM 1 0 0 2 5 7 0 0 0 0 0 0 0 0 0 0 Cou nt Total 6 0 87 8o 173 0 0 0 1 1 1 8 15 4 0 27 Peak Hr 5 0 58 49 112 0 0 0 1 1 5 9 0 0 14 Garrett Strang 720-646-1008 garrett.strang@idax.com www.idaxdata.com Two-Hour Count Summaries-Heavy Vehicles Hickory St N/A College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 3 0 0 0 0 0 0 22 0 0 0 13 0 38 0 4:15 PM 0 0 0 0 0 0 0 0 0 1 14 0 0 0 10 0 25 0 4:30 PM 0 1 0 0 0 0 0 0 0 1 11 0 0 0 13 0 26 0 4:45 PM 0 0 0 1 0 0 0 0 0 1 8 0 0 0 13 0 23 112 5:00 PM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 7 0 12 86 5:15 PM 0 0 0 1 0 0 0 0 0 1 8 0 0 0 7 1 18 79 5:30 PM 0 0 0 0 0 0 0 0 0 1 12 0 0 0 11 0 24 77 5:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 5 0 7 61 Count Total 0 1 0 5 0 0 0 0 0 5 82 0 0 0 79 1 173 0 Peak Hour 0 1 0 4 0 0 0 0 0 3 55 0 0 0 49 0 112 0 Two-Hour Count Summaries-Bikes Hickory St N/A College Ave College Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 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 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15 PM 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 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. Garrett Strang 720-646-1008 garrett.strang@idax.com North College 1311 ODP Traffic Impact Study (FT#23043) Intersection Capacity Worksheets: 2022 Existing 10 Fox Tuttle Transportation Group,LLC May 24,2023 HCM 6th TWSC 1: Mason St & Hibdon Ct 05/24/2023 2022 Existing-AMPeak Hour Intersection Int Delay,s/veh 4.4 Nbvement WBL WBR NBT NBR SBL SBT Lane Configurations Y T+ 4 Traffic Vol,veh/h 2 1 0 0 Future Vol,veh/h 2 0 1 1 0 0 Conflicting Peds,#/hr 0 IF U U 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in lbdian Storage,# 0 - MEL - - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 25 25 �5 92 92 Heavy Vehicles,% 100 100 0 0 2 2 NMd Flow 8 0 0 Nhjor/Mnor Mnorl NILjt Nhjor2 Conflicting Flow All 7 6 0 0 8 0 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 - - - - Follo,A-up Hdwy 4.4 4.2 2.218 Pot Cap-1 Maneuver 810 850 - - 1612 Stage 1 812 - - Stage 2 817 - - - - Platoon blocked,% Ivbv Cap-1 Nhneuver 810 850 - - 1612 Nbv Cap-2 Nhneuver 810 - - Stage 1 812 - - - Stage 2 817 - - - Approach NAB 7 NB _ SB HCMControl Delay,s 9.5 0 0 HCMLOS A Mnor Lane/Nhjor NMA Mr NBRWBLnl SBL SBT Capacity(veh/h) 810 1612 HCMLane V/C Ratio 0.01 - HCMControl Delay(s) 9.5 0 HCMLane LOS A A HCM95th'I.We Q(veh) 0 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Ct 05/24/2023 2022 Existing-AMPeakHour Intersection Int Delay,s/veh 0.3 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR — Lane Configurations 4+ 4+ ) fl t'. Traffic Vol,veh/h 4 1 7 0 0 0 14 514 0_ 866 9 Future Vol,veh/h 4 1 7 0 0 0 14 514 0 0 866 9 Confjictrc►g Peds,#/hr 0 0 0 0 0 0 4 0 0 00 6W 4 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized - None - - None - None None Storage Length - - 97 Veh in Nledian Storage,# - 0 - - 0 - - 0 Grade,% 0 - - 0 - - 0 - 0 Peak Hour Factor 75 75 75 2� 90— 80 80 80 Heavy Vehicles,% 25 25 25 0 0 0 9 9 9 8 8 8 NMd Flow 5 1 9 0 571 11 Nhjor/Mnor Mnoi2 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 Sig 1 7 6 - 6.5 5.5 - - - Critical Hdwy Stg 2 7 6 - 6.5 5.5 - - - - Follo,A-up Hdwy 3.75 4.25 3.55 3.5 4 3.3 2.29 - Pot Cap-1 Nhneuver *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 Nbv Cap-1 Nhneuver *122 90 421 244 111 *888 590 - - Nbv Cap-2 Mhneuver *122 90 - 244 111 - - - Stage 1 *186 243 - 753 673 - - Stage 2 *761 629 - 483 290 - Approach EB ' NB SB HCMControl Delay,s 24.8 0 0.3 0 HCMLOS C A Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBT SBR Capacity(veh/h) 590 198 HCMLane V/C Ratio 0.026 0.081 HCMControl Delay(s) 11.3 24.8 0 HCMLane LOS B C A HCM95th'I.We Q(veh) 0.1 - - 0.3 Notes —:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/24/2023 2022 Existing-AMPeak Hour Intersection EL Int Delay,s/veh 0.3 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 1 136 127 1 5 2 Future Vol,veh/h 1 136 127 1 5 2 Conflicting Peds,#/hr 3 0 0 3 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in lbdian Storage,# - 0 0 - 0 - Grade,% 0 0 - 0 Peak Hour Factor 80 80 88 88 Heavy Vehicles,% 3 3 4 4 43 43 NMd Flow 2 = 159 1 6 2 Nhjor/NMnor Nhjorl Nhjor2 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 - Follo,A-up Hdwy 2.227 - 3.887 3.687 Pot Cap-1 Nhneuver 1410 - - - 552 785 Stage 1 - - - 776 - Stage 2 - - - - 734 - Platoon blocked,% - Nbv Cap-1 Nhneuver 1406 - - - 548 783 Nbv Cap-2 Nhneuver - - 548 - Stage 1 - - - 772 - Stage 2 - 732 - Approach EB m SB HCMControl Delay,s 0.1 0 11.1 HCMLOS B Mnor Lane/Nhjor NMA EBL EBT AW MR SBLnl Capacity(veh/h) 1406 599 HCMLane V/C Ratio 0.001 0.013 HCMControl Delay(s) 7.6 0 - - 11.1 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: North College Ave & Hickory St 05/24/2023 2022 Existing-AMPeak)bur t 1 -� Lane Group EBR=NBL Ni3r SBT SBR Lane Configurations r I tt tt if Traffic Vohune(vph) 25 91 86 512 809 50 Future Vohune(vph) 25 91 86 512 809 50 Turn Type Prot Penn Penn NA NA Penn Protected Phases 4 6 2 Permitted Phases 4 AL AL Ak 2 Detector Phase 4 4 6 6 2 2 Switch Phase Mnit nun Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Ninitnu n Split(s) 25.5 25.5 24.5 24.5 .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% YellowTime(s) 3.5 3.5 4.5 4.5 4.5 4.5 All-Red Torre(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 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? Recall Nbde None None GM3x Glhx C-Nkx C-Nhx Intersection Summary Cycle Length:80 Actuated Cycle Length:80 Offset 47(591/o),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 t02 04 50 s 106 50 s North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro,11 Report Fox Tuttle Transportation Group Page 4 Queues 4: North College Ave & Hickory St 05/24/2023 2022 Existing-AMPeak four 1 1 Lane Group EBL EBR NBL NBr 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(1) 14 8 11 34 68 1 Queue Length 95th($) 29 39 53 91 153 12 Internal Link Dist(11) 250 111WI 150 860 Turn Bay Length(&) 98 125 95 Base Capacity(vph) 558 543 369 2565 2613 1152 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.20 0.27 0.23 0.39 0.05 Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 5 HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St 05/24/2023 2022 Existuig-AMPeakHour 1 1 Movement EBRA NBL NBF SBT SBR Lane Configurations r I ++ tt r Traffic Vol une(veh/h) 25 91 86 512 809 50 Future Vohune(veh/h) 25 91 86 512 809 50 Initial Q(Qb),veh 0 0 0 0 0 0 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/hM 1856 1856 1767 1767 17A 1796 Adj F1owRate,veh/h 29 107 99 589 1011 62 Peak Hour Factor 0.85 0.85 0.87 0.87 10.80 0.80 Percent Heavy Veh,% 3 3 9 9 7 7 Cap,veh/h 183 143 416 2547 1t590 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 Vbl une(v),veh/h 29 107 99 589 1011 62 Gip 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 1831 143 416 2547 2590 1154 V/C Ratio()p 0.16 0.75 0.24 0.23 0.39 0.05 Avail Cap(c_a),veh/h 5631 482 416 2547 2590 1154 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreatnFilter(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(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %le BackO1Q(50%),veh/hi 0.5 2.3 0.7 0.8 1.6 0.2 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 33.1 43.0 7.2 3.0 3.7 2.5 LnGrp LOS C D A A A A Approach Vol,veh/h& 136 688 1073 Approach Delay,s/veh 40.9 3.6 3.7 Approach LOS A A Tinier-Assigned P 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 Nhx Green Setting(Gmax),s 42.5 24.5 42.5 Nbx Q Clear Tirne(g c+11),s 10.1 7.3 16.9 Green Ed Tian(p_c),s 4.8 0.4 3.6 Intersection Summary HCM6th Ctrl Delay 6.3 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 1: Mason St & Hibdon Ct 05/24/2023 2022 Existing-PMPeakHour Intersection Int Delay,s/veh 5 Nbvement WBL WBR NBT NBR SBL SBT Lane Configurations Y T+ 4 Traffic Vol,veh/h 12 6 1 7 3 4 Future Vol,veh/h 12 6 0 7 3 4 Conflicting Peds,#/hr 0 Or--r 0 0 0 - Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None - Storage Length 0 - - Veh in Nbdian Storage,# 0 1 - 0 - - 0 - Grade,% 0 - 0 - 0 Peak Hour Factor � 58 58 44 44 - Heavy Vehicles,% 11 11 0 0 14 14 NMd Flow 7 9 - Nhjor/Mnor Nlajcl Nhjor2 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 - - - Follo,A-up Hdwy 3.599 3.399 - 2.326 - Pot Cap-1 Nhneuver 963 1051 - - 1532 - Stage 1 994 - - - - Stage 2 977 - - - - Platoon blocked,% - - Nbv Cap-1 Aneuver 958 1051 - - 1532 - Nbv Cap-2 Nhneuver 958 - - - - Stage 1 994 - - - - Stage 2 972 - - - Approach WB NB SB HCMControl Delay,s 8.7 0 3.2 HCMLOS A NInorLane/NhjorNhmt Mr NBRWBLnl SBL SBT Capacity(veh/h) 987 1532 HCMLane V/C Ratio 0.024 0.004 HCMControl Delay(s) - 8.7 7.4 0 HCMLane LOS - A A A HCM95th'I.We Q(veh) - 0.1 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Ct 05/24/2023 2022 Existing-PMPeak Hour Intersection Int Delay,s/veh 0.4 kbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4r 4+ ) tT* tT+ Traffic Vol,veh/h "-L0 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 ConBictrc►g Peds,#/hr 0 W 0 0 0 0 7 0 4 4 ON 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized , - None - - None - None None Storage Length - - 97 Veh in Nledian Storage,# - 0 - - 0 - - 0 0 Grade,% 0 - - 0 - - 0 0 Peak Hour Factor 63 63 63 25 2=5 98 98 98 94 94 94 Heavy Vehicles,% 0 0 0 0 0 0 4 4 4 5 5 5 NMd Flow 8 4 28 1076 0 3 881 16 Nhjor/Mnor Mnor2 kh_jorl Nhjor2 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 Sig 1 6.5 5.5 - 6.5 5.5 - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - Follo,A-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 2.25 Pot Cap-1 Nhneuver *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 kbv Cap-1 khneuver *279 "83 553 *215 *81 *641 731 *941 kbv Cap-2 khneuver *279 *S3 - *215 *81 - - - Stage 1 *289 *354 - *581 *509 - Stage 2 *580 *509 - *546 *351 Approach EB V B NB SB HCMControl Delay,s 14.2 10.7 0.3 0 HCMLOS B B Mnorlane/khjorNMA ML NBT NBREBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 731 417 641 *941 HCMLane V/C Ratio 0.038 0.057 0.006 0.003 HCMControl Delay(s) 10.1 - 14.2 10.7 8.8 HCMLane LOS B - B B A HCM95th'I.We Q(veh) 0.1 - - 0.2 0 0 Notes -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/24/2023 2022 Existing-PMPeakHour Intersection Int Delay,s/veh 0.6 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 11 Y Traffic Vol,veh/h 1 167 142 10 11 2 - Future Vol,veh/h 1 167 142 10 11 2 Conflicting Peds,#/hr 1 0 0 1 1 0 - Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian Storage,# - 0 0 - 0 - - Grade,% 0 0 - 0 Peak Hour Factor 93 93 87 87 65 65 Heavy Vehicles,% 2 2 2 2 0 0 NMd Flow 1 180 163 11 Nhjor/Mnor Nhjorl Nhjor2 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 - Follo,A-up Hdwy 2.218 - 3.5 3.3 Pot Cap-1 Nhneuver 1401 - - - 649 879 Stage 1 - - - 865 - Stage 2 - - - - 853 - Platoon blocked,% - - Nbv Cap-1 Nhneuver 1400 - - - 647 878 Nbv Cap-2 Nhneuver - - - 647 - Stage 1 - - - 863 - Stage 2 - - - 852 - Approach EB WB SB HCMControl Delay,s 0 0 10.5 HCMLOS B Mnor Lane/Nhjor NMA EBL EBT WBT WBR SUril Capacity(veh/h) 1400 674 HCMLane V/C Ratio 0.001 0.03 HCMControl Delay(s) 7.6 0 10.5 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0.1 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: North College Ave & Hickory St 05/24/2023 2022 Existing-PMPeak)bur t 1 -� Lane Group EBR=NBL Ni3r SBT SBR Lane Configurations r I tt tt r Traffic Vohune(vph) 66 97 117 1048 791 54 Future Vohune(vph) 66 97 117 1048 791 54 Tian Type Prot Perm Perm NA NA Penn Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 6 Switch Phase Mnimurn Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Ninitnu n Split(s) 25.5 25.5 24.5 .5 24.T 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 Torre(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 T 5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? RecalllVbde None None GM3x Glhx C-Ivhx C-Nhx Intersection Sunum Cycle Length: 105 Actuated Cycle Length: 105 Offset 64(611/o),Referenced to phase 2:MMand 6:SBT,Start ofYellow Natural Cycle:60 Control Type:Actuated-Coordinated Splits and Phases: 4:North College Ave&Hickory St 0102 9 04 31s 1 O6 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 4 Queues 4: North College Ave & Hickory St 05/24/2023 2022 Existing-PMPeakHour 7 1 1 Lane Group EBL EBR NBL NBr 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(1) 53 0 17 94 68 0 Queue Length 95th($) 81 35 57 188 140 12 Internal Link Dist(11) 250 150 860 Turn Bay Length(&) 98 125 95 Base Capacity(vph) 442 472 449 2665 2640 1138 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 - Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.26 0.27 0.41 0.33 0.05 - Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 5 HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St 05/24/2023 2022 Existing-PMPeak Hour 1 1 Movement EBR NBL NBr SBT SBR Lane Configurations r I tt tt r Traffic Vol une(veh/h) 66 97 117 1048 791 54 Future Vohune(veh/h) 66 97 117 1048 791 54 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 0.99 Parldng 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/hM 1856 1856 1826 1826 1811 1811 Adj F1owRate,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,% 3 3 5 5 6 6 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,vch/h 1767 1572 593 3561 3532 1526 Grp Vbl une(v),veh/h 82 121 121 1080 860 59 Gip 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()o 0.43 0.78 0.25 0.40 0.32 0.05 Avail Cap(c_a),veh/h 446 382 493 2729 2707 1200 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreamFilter(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(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %le BackO1Q(50%),veh/hi 2.1 3.4 0.9 2.4 1.8 0.2 Unsig.NbvementDelay,s/veh LnGrp Dclay(d),s/veh 45.2 54.2 6.5 3.9 3.5 2.6 LnGrp LOS D D A A A A Approach Vol,veh/h JL 203 1201 919 Approach Delay,s/veh 50.6 4.2 3.4 Approach LOS D A A Tinier-Assigned PI>5 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 NEx Green Setting(Gmax),s 66.5 25.5 66.5 Nbx Q Clear Tirne(g c+11),s 17.1 9.9 9.5 Green Ed Tian(p_c),s 6.8 0.6 4.0 Intersection Summary HCM6th Ctrl Delay 7.9 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 North College 1311 ODP Traffic Impact Study (FT 423043) Intersection Capacity Worksheets: Year 2025 Background 1111 Fox Tuttle Transportation Group,LLC May 24,2023 HCM 6th TWSC 1: Mason St & Hibdon Ct 05/24/2023 2025 Background-AMPeak Hour Intersection Int Delay,s/veh 4.4 Nbvement WBL WBR NBT NBR SBL SBT Lane Configurations Y T+ 4 Traffic Vol,veh/h 2 1 0 0 Future Vol,veh/h 2 0 1 1 0 0 Conflicting Peds,#/hr 0 IF U U 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None — Storage Length 0 - - Veh in Nbdian Storage,# 0 - MEL - - 0 — Grade,% 0 - 0 - 0 Peak Hour Factor 25 25 �5 92 92 — Heavy Vehicles,% 100 100 0 0 2 2 NMd Flow 8 p,i 0 0 — Nhjor/Mnor Mnorl NILj� Nhjor2 Conflicting Flow All 7 6 0 0 8 0 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 - - - - Follo,A-up Hdwy 4.4 4.2 2.218 Pot Cap-1 Nhneuver 810 850 - - 1612 Stage 1 812 - - Stage 2 817 - - - - Platoon blocked,% Nbv Cap-1 Aneuver 810 850 - - 1612 Nbv Cap-2 Nhneuver 810 - - Stage 1 812 - - - Stage 2 817 - - - Approach NAB 7 NB _ SB HCMControl Delay,s 9.5 0 0 HCMLOS A N4norLane/NhjorNhmt Mr NBRWBLnl SBL SBT Capacity(veh/h) 810 1612 HCMLane V/C Ratio 0.01 - HCMControl Delay(s) 9.5 0 HCMLane LOS A A HCM95th'I.We Q(veh) 0 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Ct 05/24/2023 2025 Background-AMPeak Hour Intersection Int Delay,s/veh 0.3 ]ybvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ ) fl +1 Traffic Vol,veh/h 4 1 7 0 0 0 14 530 0 Future Vol,veh/h 4 1 7 0 0 0 14 530 0 0 890 9 Confjictrc►g Peds,#/hr 0 0 0 0 0 0 4 0 0 00 6W 4 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized - None - - None - None None Storage Length - - 97 Veh in Nledian Storage,# - 0 - - 0 - - 0 Grade,% 0 - - 0 - - 0 - 0 Peak Hour Factor 75 75 75 2� 90— 80 80 80 Heavy Vehicles,% 25 25 25 0 0 0 9 9 9 8 8 8 NMd Flow 5 1 9 0 1113 11 Nhjor/Mnor Mnor2 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 Sig 1 7 6 - 6.5 5.5 - - - Critical Hdwy Stg 2 7 6 - 6.5 5.5 - - - - Follo,A-up Hdwy 3.75 4.25 3.55 3.5 4 3.3 2.29 - Pot Cap-1 Nhneuver *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 Nbv Cap-1 Nfineuver *111 82 411 228 102 *888 574 - - Nbv Cap-2 Nhneuver *111 82 - 228 102 - - - Stage 1 *177 234 - 730 658 - Stage 2 *760 614 - 473 281 Approach EB NB SB HCMControlDelay,s 26.4 0 0.3 0 HCMLOS D A Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBT SBR Capacity(veh/h) 574 184 HCMLane V/C Ratio 0.027 0.087 HCMControl Delay(s) 11.4 - - 26.4 0 HCMLane LOS B - D A HCM95th'I.We Q(veh) 0.1 - - 0.3 Notes —:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/24/2023 2025 Background-AMPeak Hour Intersection Int Delay,s/veh 0.3 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T* Y Traffic Vol,veh/h 1 140 131 1 5 2 Future Vol,veh/h 1 140 131 1 5 2 Conflicting Peds,#/hr 3 0 0 3 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian 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 NMd Flow 2 215 164 1 6 2 Nhjor/Mnor N10orl Nhjor2 Conflicting Flow All 168 0 0 387 168 Stage 1 - - - - 168 - Stage 2 - - - 219 - Critical Hdwy 4.13 - - - 6.83 6.63 Critical Hdwy Sig 1 - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.83 - Follo,A-up Hdwy 2.227 - 3.887 3.687 Pot Cap-1 Nhneuver 1404 - - - 544 780 Stage 1 - - 771 - Stage 2 - - - - 729 - Platoon blocked,% Nbv Cap-1 Nhneuver 1400 540 778 Nbv Cap-2 Nhneuver - 540 - Stage 1 767 Stage 2 727 Approach EB WB SB HCMControl Delay,s 0.1 0 11.2 HCMLOS B Mnor Lane/Nhjor Nhmt EBL EBT WBT WBR SBLnl Capacity(veh/h) 1400 592 HCMLane V/C Ratio 0.001 0.013 HCMControl Delay(s) 7.6 0 11.2 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: North College Ave & Hickory St 05/24/2023 2025 Background-AMPeak Hour t 1 4/ Lane Group EBR NBL NBT SBT SBR Lane Configurations r I tt tt r Traffic Vohune(vph) 26 94 89 528 834 52 Future Vohune(vph) 26 94 89 528 834 52 Tian Type Prot Perm Penn NA NA Penn Protected Phases 4 6 2 Permitted Phases 4 2 Detector Phase 4 4 6 6 2 2 Switch Phase Mnit nun Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nininnun Split(s) 25.5 25.5 24.5 24.5 .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% YellowTime(s) 3.5 3.5 4.5 4.5 4.5 4.5 All-Red Torre(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 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? Recall Nbde None None GM3x Glhx C-Nbx C-Nhx Intersection Summary Cycle Length:80 Actuated Cycle Length:80 Offset 47(591/o),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 t02 04 50 s 106 50 s North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro,11 Report Fox Tuttle Transportation Croup Page 4 Queues 4: North College Ave & Hickory St 05/24/2023 2025 Background-AMPeak Hour 1 1 Lane Group EBL EBR NBL NBr 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(1) 15 13 J& 35 72 1 Queue Length 95th($) 30 44 56 94 158 13 Internal Link Dist(11) 250 - 150 860 - Turn Bay Length(&) 98 125 95 Base Capacity(vph) 558 538 �560 2608 1150 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 �11 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.21 0.29 0.24 0.40 0.06 ' Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 5 HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St 05/24/2023 2025 Background-AMPeak Hour 1 1 Movement EBR NBL NBT SBT SBR Lane Configurations r I tt tt if Traffic Vol une(veh/h) 26 94 89 528 834 52 Future Vokune(veh/h) 26 94 89 528 834 52 Initial Q(Qb),veh 0 0 0 0 0 0 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 Nb Adj Sat Flow,veh/hM 1856 1856 1767 1767 1796 1796 Adj F1owRate,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,% 3 3 9 9 7 7 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 Gip Vokune(v),veh/h 31 111 102 607 1042 65 Gip 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()o 0.16 0.75 0.25 0.24 0.40 0.06 Avail Cap(c_a),veh/h 563 482 402 2537 2579 1149 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreatnFiter(1) 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(Q),s/veh 0.4 7.4 1.5 0.2 0.5 0.1 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %le BackO1Q(50%),veh/hr 0.6 2.4 0.8 0.8 1.7 0.2 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 32.9 42.7 7.8 3.1 3.9 2.6 LnGrp LOS C D A A A A Approach Vol,veh/h& 142 709 1107 Approach Delay,s/veh 40.5 3.8 3.8 Approach LOS 'IMML_ D A A Turner-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 Nhx Green Setting(Gmax),s 42.5 24.5 42.5 NbxQ Clear Tmre(g c+11),s 10.6 7.5 18.2 Green Ed Trm(p_c),s 5.0 0.4 3.8 Intersection Summary ML HCM6th Ctrl Delay 6.5 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 1: Mason St & Hibdon Ct 05/24/2023 2025 Background-PMPeak Hour Intersection Int Delay,s/veh 5 ]ybvement WBL WBR NBT NBR SBL SBT Lane Configurations Y T+ 4 Traffic Vol,veh/h 12 6 1 7 3 4 Future Vol,veh/h 12 6 0 7 3 4 Conflicting Peds,#/hr 0 Or--r 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in lbdian Storage,# 0 1 - 0 - - 0 Grade,% 0 - 0 - 0 Peak Hour Factor � 58 58 44 44 Heavy Vehicles,% 11 11 0 0 14 14 NMd Flow 7 9 Nhjor/Mnor Major Nis_jor2 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 - - - Follo,A-up Hdwy 3.599 3.399 - 2.326 - Pot Cap-1 Nhneuver 963 1051 - - 1532 - Stage 1 994 - - - - Stage 2 977 - - - - Platoon blocked,% - - Ivbv Cap-1 Aneuver 958 1051 - - 1532 - Nbv Cap-2 Mrneuver 958 - - - - Stage 1 994 - - - - Stage 2 972 - - - Approach WB NB SB HCMControl Delay,s 8.7 0 3.2 HCMLOS A NInor Lane/bhjor NMA Mr NBRWBLnl SBL SBT Capacity(veh/h) 987 1532 HCMLane V/C Ratio 0.024 0.004 HCMControl Delay(s) - 8.7 7.4 0 HCMLane LOS - A A A HCM95th'I.We Q(veh) - 0.1 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Ct 05/24/2023 2025 Background-PMPeak Hour Intersection Int Delay,s/veh 0.4 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - Lane Configurations 4r 4+ ) fl tT+ Traffic Vol,veh/h "-L0 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 Confjictrc►g Peds,#/hr 0WOT 0 0 0 0 7 0 4 4 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized , - None - - None - None None Storage Length - - 97 Veh in Nbdian Storage,# - 0 - - 0 - - 0 0 Grade,% 0 - - 0 - - 0 0 Peak Hour Factor 63 63 63 25 2=5 98 98 98 94 94 94 Heavy Vehicles,% 0 0 0 0 0 0 4 4 4 5 5 5 NMd Flow 8 4 29 1108 0 3 907 16 Nlajor/Mnor Mnor2 ' Mnorl Nhjor2 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 Sig 1 6.5 5.5 - 6.5 5.5 - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - Follo,A-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 2.25 Pot Cap-1 Nhneuver *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 Nbv Cap-1 Nhneuver *246 *71 542 *188 *70 *641 714 *941 Nbv Cap-2 Nhneuver *246 *71 - *188 *70 - - - Stage 1 *278 *344 - *580 *507 Stage 2 *578 *507 - *536 *341 NB SB HCMCont IDelay,s 14.9 10.7 0.3 0 HCMLOS B B Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 714 387 641 *941 HCMLane V/C Ratio 0.04 0.062 0.006 0.003 HCMControl Delay(s) 10.3 - - 14.9 10.7 8.8 HCMLane LOS B - - B B A HCM95th'I.We Q(veh) 0.1 - - 0.2 0 0 Notes -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/24/2023 2025 Background-PMPeak Hour Intersection Int Delay,s/veh 0.6 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 1 172 146 10 11 2 Future Vol,veh/h 1 172 146 10 11 2 Conflicting Peds,#/hr 1 0 0 1 1 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian Storage,# - 0 0 - 0 - Grade,% 0 0 - 0 Peak Hour Factor 93 93 87 87 65 65 IL. Heavy Vehicles,% 2 2 2 2 0 0 NMd Flow 1 185 168 11 Nhjor/Mnor Nhjorl Mrjor2 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 - Follo,A-up Hdwy 2.218 - 3.5 3.3 Pot Cap-1 Nhneuver 1396 - - - 640 874 Stage 1 - - 860 - Stage 2 - - - - 849 - Platoon blocked,% - Nbv Cap-1 Nhneuver 1395 - - - 638 873 Nbv Cap-2 Nhneuver - - - 638 - Stage 1 - - - 858 - Stage 2 - - - 848 - Approach EB m HCMControl Delay,s 0 0 10.6 HCMLOS B Mnor Lane/Nhjor Nhmt EBL EBT WBT WBR SUril Capacity(veh/h) 1395 666 HCMLane V/C Ratio 0.001 0.03 HCMControl Delay(s) 7.6 0 10.6 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0.1 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: North College Ave & Hickory St 05/24/2023 2025 Background-PMPeak Hour t 1 -� Lane Group EBR NBL NBT SBT SBR Lane Configurations r I tt tt r Traffic Vohune(vph) 68 100 121 1080 815 51 Future Vohune(vph) 68 100 121 1080 815 56 Tian Type Prot Perm Perm NA MNA Pe Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 6 Switch Phase Mnimum Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nininnun Split(s) 25.5 25.5 24.5 .5 24.T 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 Tmre(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 T 5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? RecalllVbde None None C-NUx Glhx C-Ivhx C-Nhx Intersection Summa Cycle Length: 105 Actuated Cycle Length: 105 Offset 64(611/o),Referenced to phase 2:MMand 6:SBT,Start ofYellow Natural Cycle:60 Control Type:Actuated-Coordinated Splits and Phases: 4:North College Ave&Hickory St *�02 9 04 31s 1 O6 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 4 Queues 4: North College Ave & Hickory St 05/24/2023 2025 Background-PMPeak Hour 7 1 1 Lane Group EBL EBR NBL NBr 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(1) 54 0 18 98 71 0 Queue Length 95th($) 82 35 60 196 145 12 Internal Link Dist(11) 250 11jr- 150 860 Turn Bay Length(&) 98 125 95 Base Capacity(vph) 442 475 436 2663 2638 1138 - Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 - Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.26 0.29 0.42 0.34 0.05 - Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 5 HCM 6th Signalized Intersection Summary 4: North College Ave & Hickory St 05/24/2023 2025 Background-PMPeak Hour 7 1 1 lvbven)e JEBR NBL NBT SBT SBR EMIL- Lane Configurations ilf I ++ ++ r Traffic Vol une(veh/h) 68 100 121 1080 815 56 Future Vohune(veh/h) 68 100 121 1080 815 56 Initial Q(Qb),veh 0 0 0 0 0 0 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/hM 1856 1856 1826 1826 1811 1811 Adj F1owRate,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,% 3 3 5 5 6 6 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 Gip Vohune(v),veh/h 85 125 125 1113 886 61 Gip 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()p 0.43 0.78 0.26 0.41 0.33 0.05 Avail Cap(c_a),veh/h 446 382 478 2720 2697 1196 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreatnFr7ter(1) 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(Q),s/veh 1.5 8.0 1.3 0.5 0.3 0.1 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %le BackO1Q(50%),veh/hi 2.2 3.6 1.0 2.6 1.9 0.2 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 45.1 54.0 7.0 4.1 3.6 2.6 LnGrp LOS D D A A A A Approach Vol,veh/h JL 210 1238 947 Approach Delay,s/veh 50.4 4.4 3.6 Approach LOS JMML D A A Tinier-Assigned P 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 Nhx Green Setting(Gmax),s 66.5 25.5 66.5 Nbx Q Clear Tirne(g c+11),s 18.3 10.1 9.9 Green Ed Tian(p_c),s 7.1 0.6 4.1 Intersection Summary SIM HCM6th Ctrl Delay 8.1 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 North College 1311 ODP Traffic Impact Study (FT#23043) 10 Intersection Capacity Worksheets: Year 2045 Background 10 Fox Tuttle Transportation Group,LLC May 24,2023 HCM 6th TWSC 1: Mason St & Hibdon Court 05/23/2023 2045 Bkgrd-AMPeakHour Intersection Int Delay,s/veh 4 Nbvement WBL WBR NBT NBR SBL SBT Lane Configurations Y T+ 4 Traffic Vol,veh/h 2 1 0 0 Future Vol,veh/h 2 0 1 1 0 0 Conflicting Peds,#/hr 0 IF U U 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in Nbdian Storage,# 0 - MEL - - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 25 25�5 92 92 Heavy Vehicles,% 2 2 0 0 2 2 NMd Flow 8 0 0 Nhjor/Mnor Mnorl NILjt Nhjor2 Conflicting Flow All 7 6 0 0 8 0 Stage 1 6 - - - - - Stage 2 1 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Sig 1 5.42 - - Critical Hdwy Stg 2 5.42 - - Follo,A-up Hdwy 3.518 3.318 - 2.218 Pot Cap-1 Nhneuver 1014 1077 - - 1612 - Stage 1 1017 - - - - Stage 2 1022 - - - - Platoon blocked,% Nbv Cap-1 Nfineuver 1014 1077 - - 1612 Nbv Cap-2 Nhneuver 1014 - - Stage 1 1017 - - - Stage 2 1022 - - - Approach WB NB SB HCMControl Delay,s 8.6 0 0 HCMLOS A N4nor Lane/Nhjor NMA Mr NBRMLnl SBL SBT Capacity(veh/h) 1014 1612 HCMLane V/C Ratio 0.008 - HCMControl Delay(s) - 8.6 0 HCMLane LOS A A HCM95th'I.We Q(veh) - 0 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive 05/23/2023 2045 Bkgrd-AMPeakHour Intersection Int Delay,s/veh 0.6 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4r 4+ ) 't llt 't T+ Traffic Vol,veh/h 5 -0 0 0 15 615 0 0 1040 Future Vol,veh/h 5 1 10 0 0 0 15 615 0 0 1040 10 Conflicting Peds,#/hr 0 0 0 0 0 0 4 0 0 0 0 jr 4 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed - None - - None - None None Storage Length - - 97 Veh in Nbdian Storage,# - 0 - - 0 - - 0 Grade,% 0 - - 0 - - 0 - 0 Peak Hour Factor 75 75 75 92 92 92 90- 80 80 80 Heavy Vehicles,% 10 10 10 0 0 0 9 9 9 8 8 8 NMnt Flow 7 1 13 13 wor/Mnor IL Mnoi2 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 M Ay Stg 2 6.7 5.7 - 6.5 5.5 - - - Follo,A-up Hdwy 3.6 4.1 3.4 3.5 4 3.3 2.29 Pot Cap-1 Nhneuver 56 52 387 108 58 660 485 - - 0 - Stage 1 156 212 - 391 437 - - 0 - Stage 2 596 413 - 429 229 - - 0 - Platoon blocked,% - Nbv Cap-1 Aneuver 54 50 386 99 56 660 483 - - Nbv Cap-2 Nhneuver 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 HCMLOS E A Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBT SBR Capacity(veh/h) 483 116 HCMLane V/C Ratio 0.035 0.184 HCMControl Delay(s) 12.7 - - 42.9 0 HCMLane LOS B - - E A HCM95th'I.We Q(veh) 0.1 - - 0.6 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/23/2023 2045 Bkgrd-AMPeakHour Intersection Int Delay,s/veh 0.2 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 1 165 150 1 5 2 Future Vol,veh/h 1 165 150 1 5 2 Conflicting Peds,#/hr 3 0 0 3 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian 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 NMd Flow 2 254 188 1 6 2 Nhjor/NMnor N10orl Nhjor2 Anorz 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 - Follo,A-up Hdwy 2.227 - 3.59 3.39 Pot Cap-1 Nhneuver 1375 - - - 552 830 Stage 1 - - - 822 - Stage 2 - - - - 767 - Platoon blocked,% - - Nbv Cap-1 Nhneuver 1371 - - - 548 828 Nbv Cap-2 Nhneuver - - 548 - Stage 1 - - - 818 - Stage 2 - - 765 - Approach EB SB HCMControl Delay,s 0 0 11 HCMLOS B Mnor Lane/Nhjor NMA EBL EBT AW WBR SBLnl Capacity(veh/h) 1371 607 HCMLane V/C Ratio 0.001 0.013 HCMControl Delay(s) 7.6 0 - - 11 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd-AMPeakHour t 1 -� Lane Group EBR=NBL NBr SBT SBR Lane Configurations r I tt tt if Traffic Vohune(vph) 30 110 "2 615 970 60 Future Vohune(vph) 30 110 105 615 970 60 Turn Type Prot i NA NA Penn i Protected Phases 4 6 2 Permitted Phases 2 Detector Phase 4 4 6 6 2 2 Switch Phase Mrmiun Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nhrnrnun 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% - Ye flow Time(s) 3.5 3.5 4.5 4.5 4.5 4.5 All-Red Tune(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 Tune(s) 4.5 W.5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? RecallNbde None None Nhx Nhx C-Nhx C-Nhx Act Effct Green(s) 12.0 11.0 60.8 60.8 60.8 60.8 Actuated g/C Ratio 0.15 0.14 0.76 0.76 0.76 0.76 Cycle Length:80 Actuated Cycle Length:80 Offset:47(59%),Referenced to phase 2:SBT,Start ofRed Natural Cycle:75 Control Type:Actuated-Coordinated Nhximumv/c Ratio:0.49 Intersection Signal Delay:7.5 Intersection Capacity i.hilization 55.6% Analysis Period(min)15 Splits and Phases: 4:Hickory St&North CoI1ege Ave J 04 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro l l Report Fox Tuttle Transportation Group Page 4 Queues 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd-AMPeakHour 1 1 Lane Group EBL EBR NBL NBr 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(1) 16 35 19 50 106 2 Queue Length 95th($) 33 68 90 112 195 16 Internal Link Dist(11) �,� 150 860 Turn Bay Length(&) 98 95 Base Capacity(vph) INMIW 278 2518 2565 1132 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 ' 0 0 0 0 0 - Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.25 0.44 0.28 0.47 0.07 Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 5 HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd-AMPeakHour 1 1 Movement EBR NBL NBT SBT SBR Lane Configurations I ilf I tt tt f Traffic Vol une(veh/h) 30 110 105 615 970 60 Future Vohune(veh/h) 30 110 105 615 970 60 Initial Q(Qb),veh 0 0 0 0 0 0 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 Nb Adj Sat Flow,veh/hM 1856 1856 1767 1767 1796 1796 Adj F1owRate,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,% 3 3 9 9 7 7 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 Vbl une(v),veh/h 35 129 121 707 1212 75 Gip 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()p 0.17 0.76 0.36 0.28 0.48 0.07 Avail Cap(c_a),veh/h 563 482 334 2493 2535 1129 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreatnFilter(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 %le BackO1Q(50%),veh/hi 0.6 2.7 1.3 1.4 2.5 0.2 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 32.0 41.7 12.1 3.6 4.8 2.9 LnGrp LOS C D B A A A Approach Vol,veh/h& 164 828 1287 Approach Delay,s/veh 39.7 4.9 4.6 Approach LOS A A Tinier-Assigned P 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 Nhx Green Setting(Gmax),s 42.5 24.5 42.5 NhxQ Clear Tirne(g c+11),s 13.3 8.4 26.9 Green Ed Trm(p_c),s 6.1 0.4 4.4 Intersection Surnnary HCM6th Ctrl Delay 7.3 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 1: Mason St & Hibdon Court 05/23/2023 2045 Bkgrd-PMPeakHour Intersection Int Delay,s/veh 4.6 Nbvement WBL WBR NBT NBR SBL SBT Lane Configurations Y T+ 4 Traffic Vol,veh/h 15 5 0 10 3 5 Future Vol,veh/h 15 5 0 10 3 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in Nbdian Storage,# 0 1 - 0 - - 0 Grade,% 0 - 0 - 0 Peak Hour Factor � 58 58 44 44 Heavy Vehicles,% 11 11 2 2 10 10 NMd Flow � 0 17 7 11 Nhjor/Mnor ! Nhjorl Nhjor2 Conflicting Flow All 34 9 0 0 17 0 Stage 1 9 - - - - - Stage 2 25 - Critical Hdwy 6.51 6.31 - 4.2 Now - C-itical Hdwy Stg 1 5.51 - - Critical Hdwy Stg 2 5.51 - - - Follo,A-up Hdwy 3.599 3.399 - 2.29 - Pot Cap-1 Nhneuver 957 1047 - - 1550 - Stage 1 991 - - - - Stage 2 975 - - - - Platoon blocked,% - Nbv Cap-1 Aneuver 952 1047 - 1550 Nbv Cap-2 Nhneuver 952 - - Stage 1 991 - - Stage 2 970 - - Approach WB NB SB HCMControl Delay,s 8.8 0 2.7 HCMLOS A NInorLane/NhjorNhmt Mr NBRWBLnl SBL SBT Capacity(veh/h) 974 1550 HCMLane V/C Ratio 0.027 0.004 HCMControl Delay(s) - 8.8 7.3 0 HCMLane LOS - A A A HCM95th'I.We Q(veh) - 0.1 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive 05/23/2023 2045 Bkgrd-PMPeakHour Intersection Int Delay,s/veh 0.4 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4r 4+ ) tT* tT+ Traffic Vol,veh/h "-L0 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 Confjictrc►g Peds,#/hr 0WOT 0 0 0 0 7 0 4 4 ON 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized , - None - - None - None None Storage Length - - 97 Veh in Nbdian Storage,# - 0 - - 0 - - 0 0 Grade,% 0 - - 0 - - 0 0 Peak Hour Factor 63 63 63 25 2=5 98 98 98 94 94 94 Heavy Vehicles,% 0 0 0 0 0 0 4 4 4 5 5 5 NMd Flow 8 4 31 1291 0 3 1059 21 Nlajor/Mnor Mnor2 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 Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - Follo,A-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 2.25 Pot Cap-1 Nhneuver *189 *36 1 486 *136 *35 "555 626 Stage 1 *235 *296 - *524 *458 - - - - Stage 2 '524 *458 - *501 *293 - - Platoon blocked,% 1 1 1 1 1 1 Nbv Cap-1 Maneuver *178 *33 1 483 *125 *32 *553 622 - Nbv Cap-2 Nhneuver *178 *33 - *125 *32 - - Stage 1 *222 *291 - *496 *434 Stage 2 "494 *434 - *480 *288 Approach = EB -WB NB SB HCMControlDelay,s 17.7 11.6 0.3 0 HCMLOS C B Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 622 307 553 *812 HCMLane V/C Ratio 0.049 0.078 0.007 0.004 HCMControlDelay(s) 11.1 - 17.7 11.6 9.5 HCMLane LOS B C B A HCM95th'I.We Q(veh) 0.2 - - 0.2 0 0 - Notcs - -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Notafined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/23/2023 2045 Bkgrd-PMPeak Hour Intersection Int Delay,s/veh 0.7 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 1 200 170 10 15 2 Future Vol,veh/h 1 200 170 10 15 2 Conflicting Peds,#/hr 1 0 0 1 1 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian Storage,# 0 0 - 0 - Grade,% 0 0 - 0 Peak Hour Factor 87 87 65 65 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow - 195 11 23 3 Nhjor/NMnor Nhjorl Nhjor�M& 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 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver 1364 - - - 590 839 Stage 1 - - - 832 - Stage 2 - - - - 818 - Platoon blocked,% - - Nbv Cap-1 Nhneuver 1363 - - - 588 838 Nbv Cap-2 Nhneuver - - 588 - Stage 1 - - - 830 - Stage 2 - - 817 - Approach EB WB HCMControl Delay,s 0 0 11.2 HCMLOS B Mnor Lane/Nhjor NMA EBL EBT AW WBR SBLnl Capacity(veh/h) 1363 609 HCMLane V/C Ratio 0.001 0.043 HCMControl Delay(s) 7.6 0 - 11.2 HCMLane LOS A A B HCM95th'I.We Q(veh) - - 0.1 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd-PMPeakHour t 1 -� Lane Group EBR NBL NBr SBT SBR Lane Configurations r I tt tt Traffic Vohune(vph) 80 115 140 1260 950 65 Future Vohune(vph) 80 115 140 1260 950 65 Tian Type Prot Perm Perm NA MNA Penn i Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 6 Switch Phase Mrmiun Initial(s) 7.0 7.0 10.0 _ 10.0 10.0 10.0 Nhrnnrun 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% - YellowTime(s) 3.5 3.5 4.5 4.5 4.5 4.5 All-Red Torre(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 Trme(s) 4.5 W.5 6.5 6.5 6.5 6.5 - Lead/Lag Lead-Lag Optimize? RecallNbde None None C-Max C-1hx C-Max C-Nbx Act Efict Green(s) 13.2 12.2 80.8 80.8 80.8 80.8 Actuated g/C Ratio 0.13 0.12 0.77 0.77 0.77 0.77 v/c Ratio Cycle Length: 105 Actuated Cycle Length: 105 Offset:64(61%),Referenced to phase 2:NBILand 6:SBT,Start ofYellow Natural Cycle:65 Control Type:Actuated-Coordinated Nhximrrmv/c Ratio:0.49 Intersection Signal Delay:7.5 Intersection Capacity i.hilization 55.0% Anal sis Period(min)15 Splits and Phases: 4:Hickory St&North College Ave 02 J 0a 0600 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 4 Queues 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd-PMPeak Hour 1 1 Lane Group EBL EBR ML 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(1) 64 11 25 132 93 1 Queue Length 95th($) 93 48 83 247 178 15 Internal Link Dist(11) 250 150 860 Turn Bay Length(&) 98 95 Base Capacity(vph) 442 476 365 2645 2620 1131 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.30 0.39 0.49 0.39 0.06 Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 5 HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd-PMPeak Hour 1 1 Movement EBRMNBL NBT SBT SBR Lane Configurations f I tt tt f Traffic Vol une(veh/h) ' 115 140 1260 950 65 Future Vohune(veh/h) 80 115 140 1260 950 65 hfitial Q(Qb),veh M 0 0 0 0 0 Ped-Bice Adj(A pbT) 1.00 1.00 1.00 0.99 Parking Bus,Adj --Rwq 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/ln 18561 1856 1826 1826 1811 1811 Adj F1owRate,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,% 3 3 5 5 6 6 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,vch/h 1767 1572 498 3561 3532 1526 Grp Vbl une(v),veh/h 100 144 144 1299 1033 71 Gip 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()o 0.46 0.80 0.36 0.49 0.39 0.06 Avail Cap(c_a),veh/h 446 382 404 2675 2654 1177 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreatnFilter(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 %le BackO1Q(50%),veh/hi 2.5 4.1 1.6 4.2 2.6 0.3 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 44.2 53.2 10.3 5.0 4.4 3.0 LnGrp LOS D D B A A A Approach Vol,veh/h AL 244 1443 1104 Approach Delay,s/veh 49.5 5.6 4.3 Approach LOS D A A Tinier-Assigned PI>5 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 Nhx Green Setting(Gmax),s 66.5 25.5 66.5 Nbx Q Clear Tirne(g c+11),s 26.3 11.4 12.3 Green Ed Trm(p_c),s 9.9 0.7 5.1 Intersection Surnnary HCM6th Ctd Delay 8.9 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 North College 1311 ODP Traffic Impact Study (FT 423043) Intersection Capacity Worksheets: Year 2025 Background+ Project 1111 Fox Tuttle Transportation Group,LLC May 24,2023 HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court 05/23/2023 2025 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 7.1 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *T+ 4+ Traffic Vol,veh/h 0 4 4 44 8 0 8 Future Vol,veh/h 0 4 4 44 8 0 8 1 28 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed - None - - None None None Storage Length - - Veh in Nbdian 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 2 2 2 2 2 2 0 0 2 2 2 NMd Flow 0 .4 4 176 32 0 32 4 112 0 0 0 Nhjor/Mnor W Mnorl Nhjo Conflicting Flow All 141 181 1 129 125 60 1 0 0 116 0 0 Stage 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 - - - - Follo,A-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Nhneuver 829 713 1084 844 765 1005 1622 1473 Stage 1 1022 895 - 880 793 - - - - Stage 2 863 750 - 1017 895 - - - - Platoon blocked,% Nbv Cap-1 Aneuver 789 698 1084 823 749 1005 1622 - 1473 Nbv Cap-2 Nhneuver 789 698 - 823 749 - - - - Stage 1 1001 895 - 862 776 - Stage 2 810 734 - 1008 895 Appi WB 1 NB SB HCMControlDelay,s 9.3 11 1.6 0 HCMLOS A B Mnorlane/NhjorNMA ML NUT NUREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 1622 849 811 1473 HCMLane V/C Ratio 0.02 0.01 0.256 - HCMControl Delay(s) 7.3 0 - 9.3 11 0 HCMLane LOS A A - A B A HCM95th'I.We Q(veh) 0.1 - - 0 1 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive 05/23/2023 2025 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 1.1 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4r 4+ ) t'* tT+ Traffic Vol,veh/h 10 -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 Confjictrc►g Peds,#/hr 0 0 0 0 0 0 4 0 0 0 0 4 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed - None - - None - None None Storage Length - - 97 Veh in Nbdian Storage,# - 0 - - 0 - - 0 Grade,% 0 - - 0 - - 0 - 0 Peak Hour Factor 75 75 75 92 92 92 90- 80 80 80 Heavy Vehicles,% 10 10 10 0 0 0 9 9 9 8 8 8 Mvmt Flow 13 1 25 Nhjor/Mnor - 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 Sig 1 6.7 5.7 - 6.5 5.5 - - - Critical Hdwy Stg 2 6.7 5.7 - 6.5 5.5 - - - Follo,A-up Hdwy 3.6 4.1 3.4 3.5 4 3.3 2.29 Pot Cap-1 Nhneuver 76 70 435 134 76 699 558 - - 0 - Stage 1 200 257 - 413 455 - - 0 - Stage 2 597 431 - 486 271 - - 0 - Platoon blocked,% - Nbv Cap-1 Nfineuver 72 65 433 118 71 699 556 - - Nbv Cap-2 Nhneuver 72 65 - 118 71 - - - Stage 1 186 256 - 386 425 - Stage 2 558 403 - 455 270 Approach EB WB NB SB A HCMControl Delay,s 37.2 0 0.7 0 HCMLOS E A Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBT SBR Capacity(veh/h) 556 151 HCMLane V/C Ratio 0.064 0.265 HCMControl Delay(s) 11.9 - - 37.2 0 HCMLane LOS B - E A HCM95th'I.We Q(veh) 0.2 - 1 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/23/2023 2025 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 1.5 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 4 140 131 37 47 5 - Future Vol,veh/h 4 140 131 37 47 5 Conflicting Peds,#/hr 3 0 0 3 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian 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 NMd Flow 6 215 164 46 53 6 Nhjor/NMnor moorl Nhjor2 Mnor2 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 - Follo,A-up Hdwy 2.227 - 3.59 3.39 Pot Cap-1 Nhneuver 1351 - - - 577 832 Stage 1 - - - 823 - Stage 2 - - - - 792 - Platoon blocked,% - - Nbv Cap-1 Aneuver 1347 - - - 571 830 Nbv Cap-2 Nhneuver - - 571 - Stage 1 - - - 816 - Stage 2 - - 790 - Approach EB WB SB HCMControl Delay,s 0.2 0 11.8 HCMLOS B Mnor Lane/Nhjor NMA EBL EBT AW WBR SBLnl Capacity(veh/h) 1347 589 HCMLane V/C Ratio 0.005 0.1 HCMControl Delay(s) 7.7 0 11.8 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0.3 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: Hickory St & North College Ave 05/23/2023 2025 Bkgrd+Project-AMPeakHour t 1 -� Lane Group EBR,NBL Ni3r SBT SBR Lane Configurations r I ++ ++ r Traffic Vohune(vph) 41 121 546 846 53 Future Vokune(vph) 41 121 124 546 846 53 Turn Type Prot i NA NA Perm Protected Phases 4 6 2 Permitted Phases AL 2 Detector Phase 4 4 6 6 2 2 Switch Phase Mnimum Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nhrunrun Split(s) 25.5 25.5 24.5 24.5 .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% YellowTime(s) 3.5 3.5 4.5 4.5 4.5 4.5 All-Red Tune(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 Tune(s) 4.5 �5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? Recall Nbde None None Nhx Nhx C-Nhx C-Nhx Intersection Summary Cycle Length:80 Actuated Cycle Length:80 Offset 47(591/o),Referenced to phase 2:SBT,Start of Red Natural Cycle:65 - Control Type:Actuated-Coordinated Splits and Phases: 4:Hickory St&North College Ave t02 �04 50 s t SOS North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 4 Queues 4: Hickory St & North College Ave 05/23/2023 2025 Bkgrd+Project-AMPeakHour 1 1 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(1) 22 29 22 41 82 1 Queue Length 95th($) 41 63 94 98 162 13 Internal Link Dist(11) 250 150 860 Turn Bay Length(&) 98 95 Base Capacity(vph) 558 536 315 2372 2416 1070 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.26 0.45 0.26 0.44 0.06 Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 5 HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave 05/23/2023 2025 Bkgrd+Project-AMPeakHour 1 1 Movement EBR NBL NBT SBT SBR Lane Configurations r I ++ ++ if Traffic Vol une(veh/h) 41 121 124 546 846 53 Future Vokune(veh/h) 41 121 124 546 846 53 Initial Q(Qb),veh 0 0 0 0 0 0 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 Nb Adj Sat Flow,veh/hM 1856 1856 1767 1767 1796 1796 Adj FlowRate,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,% 3 3 9 9 7 7 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 Gip Vbl une(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()p 0.21 0.77 0.38 0.26 0.42 0.06 Avail Cap(c_a),veh/h 563 482 380 2460 2501 1114 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreamFilter(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 %le BackO1Q(50%),veh/hr 0.9 3.0 1.5 1.3 2.2 0.2 Unsig.NbvementDelay,s/veh LnGrp Dclay(d),s/veh 31.6 40.9 11.4 3.8 4.7 3.1 LnGrp LOS C D B A A A Approach Vol,veh/h JL 190 771 1124 Approach Delay,s/veh 38.6 5.2 4.6 Approach LOS 9= D A A Tinier-Assigned Ph !w 2 L 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 Nhx Green Setting(Gmax),s 42.5 24.5 42.5 Nbx Q Clear Tmre(g c+11),s 11.6 9.0 25.0 Green Ed Tian(p_c),s 5.1 0.5 4.3 Intersection Surnnary HCM6th Ctrl Delay 7.9 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 101: Access 101 & Hibdon Court 05/23/2023 2025 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 5.5 Nbvement EBT EBR WBL WBT NBL NBR Lane Configurations 1� 4 Y Traffic Vol,veh/h 6 26 32 13 39 13 - Future Vol,veh/h 6 26 32 13 39 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - 0 Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 NMnt Flow 7 28 35 14 42 14 Nhjor/NMnor Nl�orl Nhjor2 Marl 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 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver - 1576 - 893 1056 Stage 1 - - 1002 - Stage 2 - - - 939 - Platoon blocked,% - Nbv Cap-1 Nhneuver - 1576 - 873 1056 Nbv Cap-2 Nhneuver - - 873 - Stage 1 - - - 1002 - Stage 2 - - 918 - Approach EB WB NB HCMControl Delay,s 0 5.2 9.2 HCMLOS A Mnor Lane/Nhjor Nhnnt NBLnI EBT EBR WBL WBT Capacity(veh/h) 913 1576 HCMLane V/C Ratio 0.062 0.022 HCMControl Delay(s) 9.2 - 7.3 0 HCMLane LOS A A A HCM95th'I.We Q(veh) 0.2 - 0.1 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 7 HCM 6th TWSC 102: Mason St & Rescue Mission South Access 05/24/2023 2025 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 0.7 Nbvement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Traffic Vol,veh/h 1 2 5 36 50 3 Future Vol,veh/h 1 2 5 36 50 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow 1 2 6 41 57 3 wor/Mnor L Mnor2 Nh_jorl Nhjor2 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 - - - - Follo-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Nhneuver 885 1007 1544 - - - Stage 1 964 - - - Stage 2 970 - - - - Platoon blocked,% - - Nbv Cap-1 Nhneuver 881 1007 1544 - - - Nbv Cap-2 Nhneuver 881 - - - Stage 1 960 - - - Stage 2 970 - - - Appi NB _ SB HCMControlDelay,s 8.8 0.9 0 HCMLOS A Mnorlane/NhjorNMA NBL NBTEBLnl SBT SBR Capacity(veh/h) 1544 961 HCMLane V/C Ratio 0.004 0.004 HCMControl Delay(s) 7.3 0 8.8 - HCMLane LOS A A A HCM95th'I.We Q(veh) 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court 05/23/2023 2025 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 5.8 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - Lane Configurations 4r 41 Traffic Vol,veh/h 7 4 5 4 0 33 3 5 Future Vol,veh/h 0 6 6 57 4 5 4 0 33 3 5 0 Conflicting Peds,#/hr MWO 0 0 0 0 0 0 0 0 OW 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed _ - None - - None None None Storage Length - - Veh in Nbdian Storage,# - 7 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 NMd Flow 0 7 7 76 5 7 7 0 57 7 11 0 Nhjor/Mnor Mnor2 Nhjorl Nt6or2 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 - - - - Follo,A-up Hdwy 3.518 4.018 3.318 3.599 4.099 3.399 2.218 - 2.29 Pot Cap-1 Nhneuver 916 794 1070 893 806 1020 1608 1498 Stage 1 993 874 - 949 842 - - - - Stage 2 964 836 - 962 857 - - - - Platoon blocked,% Nbv Cap-1 Nhneuver 899 786 1070 875 798 1020 1608 - 1498 Nbv Cap-2 Nhneuver 899 786 - 875 798 - - - - Stage 1 988 870 - 944 838 - Stage 2 947 832 - 944 853 WB= NB SB HCMControl Delay,s 9 9.6 0.8 2.8 HCMLOS A A Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 1608 906 879 1498 HCMLane V/C Ratio 0.004 0.014 0.1 0.005 HCMControl Delay(s) 7.2 0 - 9 9.6 7.4 0 HCMLane LOS A A - A A A A HCM95th'I.We Q(veh) - 0 0.3 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive 05/23/2023 2025 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 0.7 ]ybvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - Lane Configurations 4r 4+ ) fl tT+ Traffic Vol,veh/h 1"-L0 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 Confjictrc►g Peds,#/hr 0WOT 0 0 0 0 7 0 4 4 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized , - None - - None - None None Storage Length - - 97 Veh in Nledian Storage,# - 0 - - 0 - - 0 0 Grade,% 0 - - 0 - - 0 0 Peak Hour Factor 63 63 63 25 21M 98 98 98 94 94 94 Heavy Vehicles,% 0 0 0 0 0 0 4 4 4 5 5 5 NMd Flow 21 42 1126 0 3 909 37 Nhjor/Mnor Mnorl Nhjor2 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 Sig 1 6.5 5.5 - 6.5 5.5 - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - Follo,A-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 2.25 Pot Cap-1 Nhneuver *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 Ivbv Cap-1 Mineuver *212 *61 533 *156 *58 *641 700 *941 Nbv Cap-2 Nhneuver *212 *61 - *156 *58 - - - Stage 1 *268 *340 - *568 *497 Stage 2 *566 *497 - *510 *333 NB SB HCMCont IDelay,s 17.4 10.7 0.4 0 HCMLOS C B Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 700 351 641 *941 HCMLane V/C Ratio 0.06 0.172 0.006 0.003 HCMControl Delay(s) 10.5 - - 17.4 10.7 8.8 HCMLane LOS B - C B A HCM95th'I.We Q(veh) 0.2 - - 0.6 0 0 Notes IF -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/23/2023 2025 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 2.1 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 4 172 131 37 47 5 - Future Vol,veh/h 4 172 131 37 47 5 Conflicting Peds,#/hr 1 0 0 1 1 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian Storage,# - 0 0 - 0 - Grade,% 0 0 - 0 Peak Hour Factor 93 93 87 87 65 65 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow 4 185 151 43 72 8 Nhjor/Mnor Nhjorl Nhjor2 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 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver 1378 - - - 632 869 Stage 1 - - - 856 - Stage 2 - - - - 839 - Platoon blocked,% - - Nbv Cap-1 Nhneuver 1377 - - - 629 868 Nbv Cap-2 Nhneuver - - - 629 - Stage 1 - - - 853 - Stage 2 - - 838 - Approach EB m _ HCMControl Delay,s 0.2 0 11.4 HCMLOS B Mnor Lane/Nhjor Nhmt EBL EBT AW WBR SUril Capacity(veh/h) 1377 646 HCMLane V/C Ratio 0.003 0.124 HCMControl Delay(s) 7.6 0 - 11.4 HCMLane LOS A A B HCM95th'I.We Q(veh) - - 0.4 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: Hickory St & North College Ave 05/23/2023 2025 Bkgrd+Project-PMPeak Hour 1 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations I r I ++ ++ r Traffic Vohune(vph) 85 132 146 1093 830 57 Future Vohune(vph) 85 132 146 1093 830 57 Tian Type Prot Perm Perm NA MNA Penn Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 6 Switch Phase Mnimwn Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nininnun Split(s) 25.5 25.5 24.5 .5 24.T 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 Tmie(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 T 5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? RecalllVbde None None GM3x Glhx C-Ivhx C-Nhx Intersection Sununa Cycle Length: 105 Actuated Cycle Length: 105 Offset 64(611/o),Referenced to phase 2:MMand 6:SBT,Start ofYellow Natural Cycle:60 Control Type:Actuated-Coordmated Splits and Phases: 4:Hickory St&North College Ave 102 9 04 31s 1 06 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 4 Queues 4: Hickory St & North College Ave 05/23/2023 2025 Bkgrd+Project-PMPeak Hour 7 1 1 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(1) 68 0 26 108 79 0 Queue Length 95th($) 98 38 78 200 148 12 Internal Link Dist(11) 250 150 860 Turn Bay Length(&) 98 95 Base Capacity(vph) 442 505 423 2637 2613 1127 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.33 0.36 0.43 0.35 0.06 Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 5 HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave 05/23/2023 2025 Bkgrd+Project-PMPeak Hour 1 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations I r I ++ ++ if Traffic Vol une(veh/h) 85 132 146 1093 830 57 Future Vohune(veh/h) 85 132 146 1093 830 57 luitial Q(Qb),veh =,Qm 0 0 0 0 0 Ped-Bice Adj(A pbT) 1.00 1.00 1.00 0.99 Parking Bus,Adj --F" 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/ln 18561 1856 1826 1826 1811 1811 Adj F1owRate,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,% 3 3 5 5 6 6 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 Gip Vbl une(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()p 0.44 0.82 0.34 0.43 0.35 0.05 Avail Cap(c_a),veh/h 446 382 450 2628 2607 1156 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreamFilter(1) 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 %le BackO1Q(50%),veh/hi 2.6 4.6 1.6 3.7 2.4 0.3 Unsig.NbvementDelay,s/veh InGrp Delay(d),s/veh 42.8 52.6 9.7 5.1 4.5 3.3 LnGrp LOS D D A A A A Approach Vol,veh/h& 271 1278 964 Approach Delay,s/veh 48.7 5.6 4.5 Approach LOS A A Tinier-Assigned P 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 Nhx Green Setting(Gmax),s 66.5 25.5 66.5 Nbx Q Clear Tirne(g c+11),s 23.5 12.7 11.0 Green Ed Tian(p_c),s 8.1 0.7 4.2 Intersection Surnnary HCM6th Ctrl Delay - HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 101: Access 101 & Hibdon Court 05/23/2023 2025 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 4.9 Nbvement Ear EBRIBBL wBT NBL NBR Lane Configurations '+ *' Y Traffic Vol,veh/h 18 24 28 25 44 15 - Future Vol,veb/h 18 24 28 25 44 15 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - 0 Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 20 26 30 27 48 16 Nhjor/NMnor Nll orl Nhjor2 Mnorl 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 Mmy Stg 2 - - - 5.42 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver - 1562 - 876 1041 Stage 1 - - 989 - Stage 2 - - - 936 - Platoon blocked,% - Nbv Cap-1 Nhneuver - 1562 - 858 1041 Nbv Cap-2 Nhneuver - - - 858 - Stage 1 - - - 989 - Stage 2 - - - 917 - Approach EB WB NB HCMControl Delay,s 0 3.9 9.3 HCMLOS A Mnor Lane/Nhjor NMA NBLnI EBT EBR WBL WBT Capacity(veh/h) 898 1562 HCMLane V/C Ratio 0.071 0.019 HCMControl Delay(s) 9.3 7.4 0 HCMLane LOS A A A HCM95th'I.We Q(veh) 0.2 0.1 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 7 HCM 6th TWSC 102: Mason St & Rescue Mission South Access 05/24/2023 2025 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 0.3 Nbvement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' T+ Traffic Vol,veh/h 2 2 1 39 63 1 Future Vol,veh/h 2 2 1 39 63 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 88 88 65 65 65 65 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow 2 2 2 60 97 2 Nhjor/Mnor lajorl Nhjor2 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 - - - - Follo-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Nhneuver 829 958 1494 - - - Stage 1 926 - - - Stage 2 959 - - - - Platoon blocked,% - - Nbv Cap-1 Aneuver 828 958 1494 - - - Nbv Cap-2 Nhneuver 828 - - - Stage 1 925 - - - Stage 2 959 - - - Approach EB NB _ SB HCMControl Delay,s 9.1 0.2 0 HCMLOS A NInorlane/NhjorNhmt ML NBTEBLnl SBT SBR Capacity(veh/h) 1494 888 HCMLane V/C Ratio 0.001 0.005 HCMControl Delay(s) 7.4 0 9.1 - HCMLane LOS A A A HCM95th'I.We Q(veh) 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 North College 1311 ODP Traffic Impact Study (FT 423043) Intersection Capacity Worksheets: Year 2045 Background+ Project 1111 Fox Tuttle Transportation Group,LLC May 24,2023 HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court 05/23/2023 2045 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 7.1 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *T+ 4+ Traffic Vol,veh/h 0 4 4 44 8 0 8 Future Vol,veh/h 0 4 4 44 8 0 8 1 28 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed - None - - None None None Storage Length - - Veh in Nbdian 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 2 2 2 2 2 2 0 0 2 2 2 NMd Flow 0 .4 4 176 32 0 32 4 112 0 0 0 Nhjor/Mnor W Mnorl Nhjo Conflicting Flow All 141 181 1 129 125 60 1 0 0 116 0 0 Stage 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 - - - - Follo,A-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Nhneuver 829 713 1084 844 765 1005 1622 1473 Stage 1 1022 895 - 880 793 - - - - Stage 2 863 750 - 1017 895 - - - - Platoon blocked,% Nbv Cap-1 Aneuver 789 698 1084 823 749 1005 1622 - 1473 Nbv Cap-2 Nhneuver 789 698 - 823 749 - - - - Stage 1 1001 895 - 862 776 - Stage 2 810 734 - 1008 895 Appi WB 1 NB SB HCMControlDelay,s 9.3 11 1.6 0 HCMLOS A B Mnorlane/NhjorNMA ML NUT NUREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 1622 849 811 1473 HCMLane V/C Ratio 0.02 0.01 0.256 - HCMControl Delay(s) 7.3 0 - 9.3 11 0 HCMLane LOS A A - A B A HCM95th'I.We Q(veh) 0.1 - - 0 1 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive 05/23/2023 2045 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 1.6 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4r 4+ ) t'* tT+ Traffic Vol,veh/h 11 MEr-P10 0 0 33 630 0 0 1041 35 Future Vol,veh/h 11 1 22 0 0 0 33 630 0 0 1041 35 Confjictrc►g Peds,#/hr 0 0 0 C7 0 0 4 0 0 0 0 4 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed - None - - None - None None Storage Length - - 97 Veh in Nbdian Storage,# - 0 - - 0 - - 0 Grade,% 0 - - 0 - - 0 - 0 Peak Hour Factor 75 75 75 92 92 92 90- 80 80 80 Heavy Vehicles,% 10 10 10 0 0 0 9 9 9 8 8 8 Mvmt Flow 15 1 29 44 Nhjor/Mnor 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 - - - - Follo,A-up Hdwy 3.6 4.1 3.4 3.5 4 3.3 2.29 Pot Cap-1 Nhneuver 50 46 377 98 51 652 471 - - 0 - Stage 1 153 208 - 362 411 - - 0 - Stage 2 557 388 - 429 221 - - 0 - Platoon blocked,% - Nbv Cap-1 Aneuver 47 42 376 83 47 652 469 - - Nbv Cap-2 Nhneuver 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 HCMLOS F A Mnorlane/NhjorNMA ML NBr NBREBLn1WBLnl SBT SBR Capacity(veh/h) 469 107 HCMLane V/C Ratio 0.078 0.424 HCMControl Delay(s) 13.3 - - 61.4 0 HCMLane LOS B - - F A HCM95th'I.We Q(veh) 0.3 - - 1.8 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/23/2023 2045 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 1.4 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 4 165 150 37 47 5 Future Vol,veh/h 4 165 150 37 47 5 Conflicting Peds,#/hr 3 0 0 3 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian 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 NMd Flow 6 254 188 46 53 6 Nhjor/NMnor Nhjorl Nhjor2 Mnor2 Conflicting Flow All 237 0 0 480 214 Stage 1 - - - - 214 - Stage 2 - - - 266 - Critical Hdwy 4.13 - - - 6.5 6.3 Critical Hdwy Sig 1 - - - - 5.5 - Critical Hdwy Stg 2 - - - - 5.5 - Follo,A-up Hdwy 2.227 - 3.59 3.39 Pot Cap-1 Nhneuver 1324 - - - 530 806 Stage 1 - - - 803 - Stage 2 - - - - 760 - Platoon blocked,% - - Nbv Cap-1 Nhneuver 1320 - - - 524 804 Nbv Cap-2 Nhneuver - - 524 - Stage 1 - - - 797 - Stage 2 - - 758 - Approach EB m SB HCMControl Delay,s 0.2 0 12.5 HCMLOS B Mnor Lane/Nhjor Nhmt EBL EBT AW WBR SBLnl Capacity(veh/h) 1320 542 HCMLane V/C Ratio 0.005 0.109 HCMControl Delay(s) 7.7 0 - 12.5 HCMLane LOS A A B HCM95th'I.We Q(veh) - - 0.4 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd+Project-AMPeakHour t 1 -� Lane Group EBR NBL NBT SBT SBR Lane Configurations if I tt tt r Traffic Vohune(vph) 45 137 140 633 982 61 Future Vokune(vph) 45 137 140 633 982 61 Tian Type Prot Penn Penn NA NA Perm Protected Phases 4 6 2 Permitted Phases 4 J& Detector Phase 4 4 6 6 2 2 Switch Phase Mnimu rr Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nflrunrun Split(s) 25.5 25.5 24.5 24.5 .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% YellowTime(s) 3.5 3.5 4.5 4.5 4.5 4.5 All-Red Tune(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 Tune(s) 4.5 �5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? Recall Nbde None None Nhx Nbx C-Nbx C-Nhx Intersection Summary Cycle Length:80 Actuated Cycle Length:80 Offset 47(591/o),Referenced to phase 2:SBT,Start of Red Natural Cycle:90 - Control Type:Actuated-Coordinated Splits and Phases: 4:Hickory St&North College Ave t02 �04 50 s t SOS North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 4 Queues 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd+Project-AMPeakHour 1 1 Lane Group EBL EBR I 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(1) 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 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.31 0.66 0.31 0.52 0.07 Intersection Summary # 95th percentile vokune exceeds capacity,queue maybe longer. Queue shown is maximum after t"o cycles. North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 5 HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd+Project-AMPeakHour 1 1 Movement �EBR NBL NBT SBT SBR Lane Configurations I ilf I ++ ++ f Traffic Vol une(veh/h) 45 137 140 633 982 61 Future Vokune(veh/h) 45 137 140 633 982 61 Initial Q(Qb),veh 0 0 0 0 0 0 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 Nb Adj Sat Flow,veh/hM 1856 1856 1767 1767 1796 1796 Adj F1owRate,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,% 3 3 9 9 7 7 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 Gip Vbl une(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 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 2521 205 314 2416 2456 1094 V/C Ratio()p 0.21 0.79 0.51 0.30 0.50 0.07 Avail Cap(c_a),veh/h 5631 482 314 2416 2456 1094 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreamFilter(I) 1.001 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 %le BackO1Q(50%),veh/hr 0.9 3.4 2.4 1.7 3.0 0.3 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 30.7 40.2 18.7 4.3 5.6 3.4 LnGrp LOS C D B A A A Approach Vol,veh/h JL 214 889 1304 Approach Delay,s/veh 37.9 6.9 5.5 Approach LOS D A A Tinier-Assigned PI>5 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 Nhx Green Setting(Gmax),s 42.5 24.5 42.5 Nbx Q Clear Tmre(g c+11),s 14.6 9.9 38.3 Green Ed Tian(p_c),s 6.1 0.6 2.1 Intersection Surnnary HCM6th Ctrl Delay 8.9 HCM6th LOS A North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 101: Access 101 & Hibdon Court 05/23/2023 2045 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 5.5 Nbvement EBT EBR WBL WBT NBL NBR Lane Configurations 1� 4 Y Traffic Vol,veh/h 6 26 32 13 39 13 Future Vol,veh/h 6 26 32 13 39 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - 0 Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 NMnt Flow 7 28 35 14 42 14 Nhjor/NMnor Nl�orl Nhjor2 Marl 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 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver - 1576 - 893 1056 Stage 1 - - 1002 - Stage 2 - - - 939 - Platoon blocked,% - Nbv Cap-1 Nhneuver - 1576 - 873 1056 Nbv Cap-2 Nhneuver - - 873 - Stage 1 - - - 1002 - Stage 2 - - 918 - Approach EB WB NB HCMControl Delay,s 0 5.2 9.2 HCMLOS A Mnor Lane/Nhjor Nhnnt NBLnI EBT EBR WBL WBT Capacity(veh/h) 913 1576 HCMLane V/C Ratio 0.062 0.022 HCMControl Delay(s) 9.2 - 7.3 0 HCMLane LOS A A A HCM95th'I.We Q(veh) 0.2 - 0.1 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 7 HCM 6th TWSC 102: Mason St & Rescue Mission South Access 05/24/2023 2045 Bkgrd+Project-AMPeakHour Intersection Int Delay,s/veh 0.6 Nbvement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Irl Traffic Vol,veh/h 1 2 5 36 53 3 Future Vol,veh/h 1 2 5 36 53 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow 1 2 6 41 60 3 Nhjor/Mnor Mnor2 Mijorl 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 - - - - Follo-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Nhneuver 881 1003 1540 - - - Stage 1 961 - - - Stage 2 970 - - - - Platoon blocked,% - - Nbv Cap-1 Nhneuver 877 1003 1540 - - Nbv Cap-2 Nhneuver 877 - - - Stage 1 957 - - - Stage 2 970 - - - Approach EB NB _ SB HCMControlDelay,s 8.8 0.9 0 HCMLOS A Mnorlane/NhjorNMA ML NBTEBLnl SBT SBR Capacity(veh/h) 1540 957 HCMLane V/C Ratio 0.004 0.004 HCMControl Delay(s) 7.3 0 8.8 - HCMLane LOS A A A HCM95th'I.We Q(veh) 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 1: Mason St & Rescue Mission Access/Hibdon Court 05/23/2023 2045 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 5.7 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - Lane Configurations 4r 41 Traffic Vol,veh/h IIIIEr-" 60 4 5 4 0 36 3 5 Future Vol,veh/h 0 6 6 60 4 5 4 0 36 3 5 0 Conflicting Peds,#/hr MWO 0 0 0 0 0 0 0 0 OW 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannehzed _ - None - - None None None Storage Length - - Veh in Nbdian Storage,# - 7 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 NMd Flow 0 7 7 80 5 7 7 0 62 7 11 0 Nhjor/Mnor Mnor2 ' Mnorl Nhjorl N16or2 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 - - - - - Follo,A-up Hdwy 3.518 4.018 3.318 3.599 4.099 3.399 2.218 - 2.29 Pot Cap-1 Nlineuver 914 789 1070 891 804 1018 1608 - - 1491 Stage 1 993 874 - 947 840 - - - - Stage 2 962 832 - 962 857 - - - - Platoon blocked,% Nbv Cap-1 Nhneuver 897 781 1070 873 796 1018 1608 - 1491 Nbv Cap-2 Nhneuver 897 781 - 873 796 - - - - Stage 1 988 870 - 942 836 - Stage 2 945 828 - 944 853 - Appi WB NB SB - HCMControlDelay,s 9 9.6 0.7 2.8 HCMLOS A A Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 1608 903 877 1491 HCMLane V/C Ratio 0.004 0.014 0.105 0.005 HCMControl Delay(s) 7.2 0 - 9 9.6 7.4 0 HCMLane LOS A A - A A A A HCM95th'I.We Q(veh) - 0 0.3 0 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1 HCM 6th TWSC 2: North College Ave & Hibdon Court/Private Drive 05/23/2023 2045 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 0.8 Nbvement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - Lane Configurations 4r 4+ ) tT* tT+ Traffic Vol,veh/h 1"-L0 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 Confjictrc►g Peds,#/hr 0WOT 0 0 0 0 7 0 4 4 ON 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized , - None - - None - None None Storage Length - - 97 Veh in Nbdian Storage,# - 0 - - 0 - - 0 0 Grade,% 0 - - 0 - - 0 0 Peak Hour Factor 63 63 63 25 21M 98 98 98 94 94 94 Heavy Vehicles,% 0 0 0 0 0 0 4 4 4 5 5 5 NMd Flow 21 44 1308 0 3 1060 43 Nh'or/Mnor 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 Critical Hdwy Sig 1 6.5 5.5 - 6.5 5.5 - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - Follo,A-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 2.25 Pot Cap-1 Nhneuver *163 *31 478 *118 "29 "555 613 - Stage 1 *231 *292 - *524 *458 - - - - Stage 2 '524 *458 - *501 *285 - - Platoon blocked,% 1 1 1 1 1 1 Ivbv Cap-1 Mineuver *151 *28 475 *101 *26 *553 609 - Nbv Cap-2 Nhneuver *151 *28 - *101 *26 - - - Stage 1 *213 *287 - *484 *423 - Stage 2 "482 *423 - *455 *280 Approach EB AB NB SB HCMControl Delay,s 21.8 11.6 0.4 0 HCMLOS C B Mnorlane/NhjorNMA ML NBT NBREBLn1WBLnl SBL SBT SBR Capacity(veh/h) 609 274 553 *812 HCMLane V/C Ratio 0.072 0.22 0.007 0.004 HCMControlDelay(s) 11.4 - 21.8 11.6 9.5 HCMLane LOS B - C B A HCM95th'I.We Q(veh) 0.2 - - 0.8 0 0 - Notcs -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *.All major volume in platoon North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 2 HCM 6th TWSC 3: Hickory St & Mason St 05/23/2023 2045 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 2.4 Nbvement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T+ Y Traffic Vol,veh/h 4 200 170 36 64 5 Future Vol,veh/h 4 200 170 36 64 5 Conflicting Peds,#/hr 1 0 0 1 1 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - - 0 Veh in Nbdian Storage,# 0 0 - 0 - Grade,% 0 0 - 0 Peak Hour Factor 87 87 65 65 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow - 195 41 98 8 Nhjor/NMnor Nhjorl Nhjor2 Mnor2 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 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver 1330 - - - 574 823 Stage 1 - - - 819 - Stage 2 - - - - 813 - Platoon blocked,% - Nbv Cap-1 Nhneuver 1329 - - - 571 822 Nbv Cap-2 Nhneuver - - 571 - Stage 1 - - - 816 - Stage 2 - 812 - Approach EB )AB SB HCMControl Delay,s 0.2 0 12.5 HCMLOS B Mnor Lane/Nhjor Nhmt EBL EBT AW WBR SBLn1 Capacity(veh/h) 1329 584 HCMLane V/C Ratio 0.003 0.182 HCMControl Delay(s) 7.7 0 12.5 HCMLane LOS A A B HCM95th'I.We Q(veh) - 0.7 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 3 Timings 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd+Project-PMPeak Hour t 1 -� Lane Group EBR NBL NBr SBT SBR Lane Configurations I r I tt tt F Traffic Vohune(vph) 97 147 165 1273 965 Future Vohune(vph) 97 147 165 1273 965 66 Tian Type Prot Perm Perm NA Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 6 Switch Phase Mnimwn Initial(s) 7.0 7.0 10.0 10.0 10.0 10.0 Nininnun Split(s) 25.5 25.5 24.5 .5 24.T 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 Torre(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 T 5 6.5 6.5 6.5 6.5 Lead/Lag Lead-Lag Optimize? RecalllVbde None None GM3x Glhx C-Ivhx C-Nhx Intersection Sununa Cycle Length: 105 Actuated Cycle Length: 105 Offset 64(611/o),Referenced to phase 2:MMand 6:SBT,Start ofYellow Natural Cycle:75 Control Type:Actuated-Coordmated Splits and Phases: 4:Hickory St&North College Ave 102 9 04 31s 1 06 North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 4 Queues 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd+Project-PMPeak Hour 7 1 1 Lane Group L EBR ML 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(1) 77 39 35 144 103 2 Queue Length 95th($) 110 79 113 252 182 15 Internal Link Dist(11) 250 150 860 Turn Bay Length(&) 98 95 Base Capacity(vph) 442 473 352 2616 2591 1119 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.39 0.48 0.50 0.40 0.06 Intersection Summary North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Croup Page 5 HCM 6th Signalized Intersection Summary 4: Hickory St & North College Ave 05/23/2023 2045 Bkgrd+Project-PMPeak Hour 1 1 lvbven)e JEBR NBL NBT SBT SBR Lane Configurations r I tt tt f Traffic Vol une(veh/h) 97 147 165 1273 965 66 Future Vohune(veh/h) 97 147 165 1273 965 66 Initial Q(Qb),veh 0 0 0 0 0 0 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/hM 1856 1856 1826 1826 1811 1811 Adj F1owRate,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,% 3 3 5 5 6 6 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 Gip Vbl une(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()p 0.46 0.83 0.45 0.51 0.41 0.06 Avail Cap(c_a),veh/h 446 382 379 2585 2564 1137 HCMPlatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 UpstreamFilter(l) 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 %le BackO1Q(50%),veh/hi 3.0 5.2 2.4 5.0 3.2 0.3 Unsig.NbvementDelay,s/veh LnGrp Delay(d),s/veh 41.9 51.9 14.6 6.2 5.4 3.7 LnGrp LOS D D B A A A Approach Vol,veh/h& 305 1482 1121 Approach Delay,s/veh 47.9 7.2 5.3 Approach LOS A A Tinier-Assigned Ph 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 Nbx Q Clear Tirne(g c+11),s 34.1 14.0 13.7 Green Ed Tian(p_c),s 10.1 0.8 5.2 Intersection Surnnary HCM6th Ctrl Delay 10.7 HCM6th LOS B North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 6 HCM 6th TWSC 101: Access 101 & Hibdon Court 05/23/2023 2045 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 4.9 Nbvement Ear EBRIBBL wBT NBL NBR Lane Configurations '+ *' Y Traffic Vol,veh/h 18 24 28 25 44 15 Future Vol,veb/h 18 24 28 25 44 15 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RTChannehzed None - None - None Storage Length - - 0 Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 20 26 30 27 48 16 Nhjor/NMnor Nll orl Nhjor2 Mnorl 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 Mmy Stg 2 - - - 5.42 - Follo,A-up Hdwy 2.218 - 3.518 3.318 Pot Cap-1 Nhneuver - 1562 - 876 1041 Stage 1 - - 989 - Stage 2 - - - 936 - Platoon blocked,% - Nbv Cap-1 Nhneuver - 1562 - 858 1041 Nbv Cap-2 Nhneuver - - - 858 - Stage 1 - - - 989 - Stage 2 - - - 917 - Approach EB WB NB HCMControl Delay,s 0 3.9 9.3 HCMLOS A Mnor Lane/Nhjor NMA NBLnI EBT EBR WBL WBT Capacity(veh/h) 898 1562 HCMLane V/C Ratio 0.071 0.019 HCMControl Delay(s) 9.3 7.4 0 HCMLane LOS A A A HCM95th'I.We Q(veh) 0.2 0.1 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 7 HCM 6th TWSC 102: Mason St & Rescue Mission South Access 05/24/2023 2045 Bkgrd+Project-PMPeak Hour Intersection Int Delay,s/veh 0.4 Nbvement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' T+ Traffic Vol,veh/h 2 2 1 43 65 1 Future Vol,veh/h 2 2 1 43 65 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannehzed - None - None - None Storage Length 0 - - Veh in Nbdian Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 65 65 65 65 65 65 Heavy Vehicles,% 2 2 2 2 2 2 NMd Flow 3 3 2 66 100 2 Nhjor/Mnor Mnor2 i Mijorl Nhjor2 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 - - - - Follo-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Nhneuver 819 954 1490 - - - Stage 1 923 - - - Stage 2 953 - - - - Platoon blocked,% - - Nbv Cap-1 Nhneuver 818 954 1490 - - - Nbv Cap-2 Nhneuver 818 - - - Stage 1 922 - - - Stage 2 953 - - - Approach = EB NB SB HCMControl Delay,s 9.1 0.2 0 HCMLOS A Mnorlane/NhjorNMA ML NBTEBLnl SBT SBR Capacity(veh/h) 1490 881 HCMLane V/C Ratio 0.001 0.007 HCMControl Delay(s) 7.4 0 9.1 - HCMLane LOS A A A HCM95th'I.We Q(veh) 0 - North College 1311 ODP Traffic Impact Study-Fort Collins,CO Synchro 11 Report Fox Tuttle Transportation Group Page 1