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Reports - Traffic Study - 08/20/2025
Date: August 20, 2025 Submitted To: Shopworks Architecture 301 W. 45th Avenue Denver, CO 80216 Submitted By: Fox Tuttle Transportation Group, LLC 1580 Logan Street, Suite 600 PMB 0604 Denver, CO 80203 Volunteer of America Switchgrass Crossing Traffic Impact Study Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page i August 20, 2025 TABLE OF CONTENTS 1.0 Introduction ................................................................................................................. 1 2.0 Project Description ....................................................................................................... 1 3.0 Study Considerations ................................................................................................... 1 3.1 Data Collection .................................................................................................................... 1 3.2 Evaluation Methodology ..................................................................................................... 2 3.3 Level of Service Definitions ................................................................................................. 2 4.0 Existing Conditions ....................................................................................................... 3 4.1 Roadways ............................................................................................................................ 3 4.2 Intersections ....................................................................................................................... 4 4.3 Pedestrian and Bicycle Facilities ......................................................................................... 4 4.4 Transit ................................................................................................................................. 4 4.5 Existing Intersection Capacity Analysis ............................................................................... 5 5.0 Future Traffic Conditions .............................................................................................. 5 5.1 Annual Growth Factor and Future Volume Methodology .................................................. 5 5.2 Year 2026 Background Intersection Capacity Analysis ....................................................... 6 6.0 Proposed Development Traffic ..................................................................................... 6 6.1 Trip Generation ................................................................................................................... 6 6.2 Trip Distribution and Assignment ....................................................................................... 7 7.0 Future Traffic Conditions with Site Development ......................................................... 7 8.0 Pedestrian Crossing Analysis ........................................................................................ 8 9.0 Multi-Modal Level-of-Service ....................................................................................... 9 10.0 Conclusion ................................................................................................................. 11 Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page ii August 20, 2025 LIST OF TABLES Table 1 – Peak Hour Intersection Level of Service Summary...................................................................... 14 Table 2 – Peak Hour 95th Percentile Queue Summary ................................................................................ 15 Table 3 – Trip Generation Summary ........................................................................................................... 16 Table 4 – Trip Distribution Summary ............................................................................................................ 7 LIST OF FIGURES Figure 1 – Vicinity Map ............................................................................................................................... 17 Figure 2 – Conceptual Site Plan .................................................................................................................. 18 Figure 3 – Year 2025 Existing Traffic Volumes ............................................................................................ 19 Figure 4 – Year 2026 Background Traffic Volumes ..................................................................................... 20 Figure 5 – Trip Distribution ......................................................................................................................... 21 Figure 6 – Site-Generated Trips .................................................................................................................. 22 Figure 7 – Year 2026 Background + Project Traffic Volumes ...................................................................... 23 APPENDIX Base Assumption Form Existing Traffic Data Level of Service Definitions Intersection Capacity Worksheets Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 1 August 20, 2025 VOLINTEER OF AMERICA SWITCHGRASS CROSSING PROJECT TRAFFIC IMPACT STUDY 1.0 Introduction The Fox Tuttle Transportation Group prepared this traffic impact study for the proposed affordable senior housing adjacent to Mason’s Place in Fort Collins, Colorado. This project proposes to redevelop the property located on the east side of Mason Street, midway between Creger Drive and Colboard Drive. The existing parking lot that is leased for overflow parking for the IBMC College and adjacent businesses will be replaced with a 45-unit building to house low-income seniors. Figure 1 includes a vicinity map for the proposed development. 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 and future (Year 2026) 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 the City of Fort Collins staff in identifying any intersection or roadway deficiencies and potential improvements for future conditions. This study focused on the weekday AM and PM peak hours which are typically the highest traffic volumes for the proposed type of land use. The Base Assumptions Form is proved in the Appendix. 2.0 Project Description The Switchgrass Crossing project is assumed to be completed and generating traffic by Year 2026. The site is currently a surface parking lot adjacent to Mason Place, Dodge/Chrysler/Jeep/Ram Dealership, IBMC College, and other commercial businesses. The proposed development includes one (1) building and plans to utilize two (2) existing driveways on Mason Street. Figure 2 includes a conceptual site plan and proposed access for the project. 3.0 Study Considerations 3.1 Data Collection Intersection turning movement volumes were collected in May 2025. Six (6) existing intersections within the study area were counted during the weekday AM and PM peak hours, including pedestrians and Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 2 August 20, 2025 bicyclists. Daily traffic volumes were also collected on Mason Street adjacent to the subject property. 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. The City of Fort Collins provided the existing signal timing for the signalized intersection at Horsetooth Road and Mason Street. 3.2 Evaluation Methodology The traffic operations analysis addressed unsignalized and signalized intersection operations using the procedures and methodologies set forth by the Highway Capacity Manual (HCM)1. Existing Peak Hour Factors (PHF) were applied to the intersections for the existing and future scenarios. Study intersections were evaluated using Synchro software (v12). 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 devices 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) to 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 intersections. The intersection LOS is represented as a delay in seconds per vehicle for the intersection as a whole and for each turning movement. Typically, LOS A through C is considered to be acceptable for the overall intersection operations and LOS D overall during peak hours is acceptable. Individual movements may be allowed to fall to LOS E at signalized intersections. Minor movements at unsignalized intersections, such as left turns onto a major arterial, may be allowed to fall below LOS D, specifically where there are low volumes, signalization warrants no met, and/or no viable alternative. Criteria contained in the HCM was applied for these analyses in order to determine peak hour LOS for each scenario. A more detailed discussion of the LOS methodology is contained in the Appendix for reference. 1 Highway Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board, National Research Council, 7th Edition (2022). Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 3 August 20, 2025 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 primary public roadways that serve the project site are discussed in the following text and illustrated on Figure 1. South College Avenue (US 287) is a six-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 South 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 three (3) through lanes in each direction, a center median/turn lane, a landscaped parkway, and 6- to 8-foot sidewalks. Access control is provided via a raised, landscaped median. The posted speed limit is 40 miles per hour (mph) within the vicinity of the project site. South College Avenue currently serves approximately 37,500 vehicles per day (vpd) south of Horsetooth Road (Year 2024, CDOT). Horsetooth Road is a major east-west arterial that serves as a key crosstown corridor through southern Fort Collins. Near the project site, Horsetooth Road is a four-lane facility, with a continuous center left-turn lane, bike lanes, and sidewalks on both sides. The corridor includes signalized intersections and provides access to retail, office, and residential developments. The posted speed limit is 40 mph and serves approximately 22,300 vehicles per day (vpd) west of College Avenue (Year 2021, Fort Collins). Horsetooth Road will serve as a primary east-west access route for vehicles traveling to and from the proposed development. Mason Street is a local roadway with a paved 40-foot section, within the study area, that extends through Midtown as a parallel roadway to College Avenue and the MAX Guideway (transit roadway). It provides access to multi-family homes, commercial retail, industrial businesses, offices, recreational facilities, schools, and community amenities. North of Horsetooth Road, Mason Street ends at Monroe Drive and it extends south to Harmony Road. There are sidewalks on both sides of Mason Street and on-street bike lanes. There is a posted speed limit of 30 mph and is currently serving approximately 8,500 vpd adjacent to the project site (Year 2025, ADT collected data). Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 4 August 20, 2025 4.2 Intersections The study area includes six (6) intersections that are listed below with the current traffic control and were analyzed for existing and future background year traffic operations: 1. Horsetooth Road and Mason Street (signalized) 2. Mason Street and Creger Drive (side-street stop-controlled) 3. Mason Street and North Access (side-street stop-controlled) 4. Mason Street and South Access (side-street stop-controlled) 5. Mason Street and Colboard Drive (side-street stop-controlled) 6. Mason Street and Boardwalk Drive (side-street stop-controlled) The existing lane configuration at each of the study locations is illustrated on Figure 3. 4.3 Pedestrian and Bicycle Facilities The study area is well-served by a robust network of bicycle and pedestrian facilities that reflect the City of Fort Collins’ commitment to multimodal transportation. Dedicated bike lanes are present on Mason Street, Horsetooth Road, and Boardwalk Drive, providing comfortable and continuous on-street facilities for cyclists. In addition, Mason Street runs parallel to the Mason Trail, a paved multi-use path that offers uninterrupted north-south connectivity and links to key destinations, including MAX Bus Rapid Transit (BRT) stations. Sidewalks are provided on both sides of Mason Street and Horsetooth Road, typically ranging from 5 to 8 feet in width. The signalized intersection at Horsetooth Road and Mason Street includes marked crosswalks and pedestrian signal heads, facilitating safe crossings and access to transit. 4.4 Transit The study area is well-served by public transit, with multiple routes and amenities that support multimodal travel. The MAX Bus Rapid Transit (BRT) line operates along the Mason Corridor and includes a dedicated guideway parallel to Mason Street, offering high-frequency service between Downtown Fort Collins and the South Transit Center. The Horsetooth MAX Station, located within 0.3-mile walking distance of the project site, provides convenient access to this corridor. In addition to MAX, Transfort operates several local bus routes in the area, including Route 5, which runs along South College Avenue and provides north-south service between the South Transit Center and Downtown, and Route 6, which operates along Horsetooth Road and connects to Foothills Mall, CSU, and the Downtown Transit Center. The bus stops for these routes are located on Horsetooth Road, east and west of Mason Street. The area is also served by FLEX, a regional transit service that connects Fort Collins to Loveland, Longmont, and Boulder, with stops at the South Transit Center. Bus stops are generally equipped with shelters, Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 5 August 20, 2025 benches, and bike racks, enhancing accessibility. The availability of both local and regional transit options is especially beneficial for senior residents of the proposed affordable housing development, offering convenient, low-cost mobility options for accessing services, shopping, healthcare, and social destinations without reliance on a personal vehicle. 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. Currently, all of the study intersections operate acceptably overall (LOS C or better). with teh majority of movements operating at LOS D or better. At the signalized intersection of Horsetooth Road and Mason Street, the southbound through and right-turn movement was calculated to operate at LOS E during PM peak hour. This level of service is primarily due to through volumes that restrict the ability of right-turning vehicles to proceed efficiently. The shared lane configuration results in right-turns frequently queuing behind through vehicles, especially during red phases. The 95th percentile queues for all the movements were estimated to be maintained within the provided storage length and not extending to upstream intersections in both peak hours. Recommendations: If redevelopment occurs on the northwest corner of Horsetooth Road and Mason Street, consider installing a dedicated right-turn lane to separate turning and through movements and reduce delay. In the near-term, evaluate reordering signal phasing or increasing green time for the southbound approach. It is recognized that any change in signal timing at this intersection will likely have to be coordinated with adjacent signals. 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 estimated based on the CDOT 20-year factors, as well as historic traffic volumes from other studies in the area. Based on this data, an annual background growth of 1% was used to estimate future background traffic volumes. The growth assumptions were applied to the existing traffic volumes in Figure 3 to result in the Year 2026 background traffic projects as shown on Figure 4. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 6 August 20, 2025 5.2 Year 2026 Background Intersection Capacity Analysis The study area intersections were evaluated to determine baseline operations for the Year 2026 background scenario and to identify any capacity constraints associated with background traffic. The short-term background volumes, lane configuration, and traffic control are illustrated on Figure 4. The level of service criteria discussed previously was applied to the study intersections to determine the impacts with the short-term (Year 2026) background volumes. 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. In summary, the study intersections operate similarly to the existing conditions with minor additional delay associated with an increase in background volumes. Overall, all the intersections were estimated to operate acceptably (LOS C or better) in both peak hours with most of the movements operating at LOS D or better. The southbound through and right-turn movement of the signalized intersection was calculated to drop at LOS F during PM peak hour. Same as in the existing conditions, the 95th percentile queues for all the movements were estimated to be maintained within the provided storage length and not extending to upstream intersections in both peak hours. The same recommendations for the existing scenario remain and no additional mitigation is needed. 6.0 Proposed Development Traffic 6.1 Trip Generation A trip generation estimate was performed to determine the traffic characteristics of the Switchgrass Crossing project. The trip rates contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual2 for land use #252 – “Senior Adult Housing - Multifamily” were applied to estimate the proposed traffic for the project. The site is expected to experience the two (2) basic trip types 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. It is expected that the proposed project will experience mostly primary trips. 2 Trip Generation 11th Edition, Institute of Transportation Engineers, 2021. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 7 August 20, 2025 Non-Auto Trips. These trips are those that are completed by walking, bicycling, or riding transit. The existing transit, pedestrian, and bicycle amenities will encourage residents, and visitors to make non-auto trips to/from the residential lots. The trip generation estimates using these data are summarized in Table 3. 6.2 Trip Distribution and Assignment Based on existing travel patterns, it was assumed that the new trips would have a 50/50 split on Mason Street between the north and south directions. The estimated trip volumes presented in Table 3 were distributed onto the study roadway network based on existing traffic characteristics of the area, existing and future land uses, and the relationship of this project to the greater community. The overall assumed distribution is summarized in Table 4 and the trip assignment is provided on Figure 5. Table 4. Trip Distribution Summary Location Trip Distribution South Mason Street 20% West Horsetooth Road 20% East Horsetooth Road 20% East Creger Drive 10% East Colboard Drive 5% East Boardwalk Drive 25% Using these distribution assumptions, the projected site traffic was assigned to the study area roadway network and proposed access for the weekday AM and PM peak hour periods. The site-generated volumes are shown on Figure 6. 7.0 Future Traffic Conditions with Site Development This section discusses impacts associated with the proposed trips in the short-term scenario with the project fully built out and occupied. The site-generated volumes were added to the forecasted Year 2026 background volumes and are illustrated on Figure 7. 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 as compared to the short-term background scenario. The majority of the levels of service for the intersections and Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 8 August 20, 2025 movements continue to operate overall at the same letter grades as the existing and background conditions in both peak hours. Same with future background scenario, the southbound through and right- turn movement of the signalized intersection was calculated to continue to operate at LOS F during PM peak hour. The access intersections were estimated to operate at LOS A or better in both peak hours with all movements calculated to operate at LOS B or better. The 95th percentile queues were estimated to remain similar to those in the short-term background scenario, indicating that the proposed development does not create a queuing issue. No additional mitigation measures are recommended with the project. 8.0 Pedestrian Crossing Analysis A pedestrian crossing analysis was conducted at the intersection of Mason Street and Boardwalk Drive (#6) in response to City of Fort Collins staff request, and in accordance with the guidance outlined in the Fort Collins Pedestrian Plan3 (Year 2021). The purpose of the analysis is to evaluate the need for pedestrian crossing treatments at this unsignalized location based on existing conditions. Observed pedestrian volumes collected during the AM and PM peak hours were low, with no more than four (4) pedestrians per peak hour. Similarly, vehicle volumes on both Mason Street and Boardwalk Drive are considered low, and the intersection operates under side-street stop control on Boardwalk Drive. Per the City’s Traffic Code, vehicles are required to yield the right-of-way to pedestrians in crosswalks. Furthermore, the Pedestrian Plan states that marked crosswalks are not typically installed at stop- controlled intersection approaches unless justified by specific conditions. Based on these factors—and the observed low pedestrian and vehicular volumes—no crossing treatment is warranted across Boardwalk Drive at Mason Street. Although existing volumes do not show a strong need for a crossing treatment across Mason Street at this location, the analysis was extended per City request and due to the absence of a nearby controlled crossing between Horsetooth Road and Harmony Road. The evaluation followed the City’s guidance for uncontrolled locations, using the decision framework provided in the Pedestrian Plan. Key site characteristics include: 3 Fort Collins Pedestrian Plan, https://www.fcgov.com/fcmoves/files/ped-plan.pdf?1592323966, 2011. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 9 August 20, 2025 - Posted speed limit on Mason Street is 30 mph. - The Average Daily Traffic (ADT) on Mason Street is well below 9,000 vehicles. - Average pedestrian Level of Service (LOS) is estimated between Levels A and D based on directness, continuity, visual interest and security. Based on these conditions and following Table P-4 of the Pedestrian Plan, a Level 1 treatment is recommended. This includes a marked crosswalk with high-visibility pavement markings, which is the minimum enhancement considered appropriate under current traffic and pedestrian conditions. It is also noted that the proposed development is an affordable senior housing project and is not expected to generate a significant increase in pedestrian crossings at this location. Therefore, the existing conditions analysis presented here is expected to remain applicable with the development in place. No additional pedestrian crossing enhancements (e.g., curb extensions, signage, or beacons) are recommended with the project completion. The location may be reevaluated in the future if pedestrian volumes or operational characteristics change. 9.0 Multi-Modal Level-of-Service The pedestrian LOS is based on five (5) criteria: directness, continuity, street crossings, visual interest and amenity, and security as outlined in the Fort Collins Pedestrian Plan. The City’s plan describes the categories as follows: Directness is the measurement of walking trip length and how well the environment provides direct pedestrian connections to destinations such as transit stops, schools, parks, commercial areas, or activity areas. Continuity is the measurement of the completeness of the sidewalk system by looking at the physical consistency, type of sidewalk, and visual connection from block to block. This category also evaluates if the pedestrian facility meets the current design standards. Street Crossings is the evaluation of safe crossings that encourages people to walk. There are four (4) street crossing types that are based on traffic control and roadway classification (minor or major). Street crossing LOS is based on pedestrian exposure and design elements that increase awareness of pedestrian presence, including number of lanes, crosswalk markings, signal indication, lighting level, pedestrian signal indication, pedestrian character, sight distance, and corner ramps. Visual Interest and Amenity consider the attractiveness and features of the pedestrian system and compatibility with local architecture. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 10 August 20, 2025 Security is the evaluation of a pedestrian’s perspective of security with visual sight lines, separation from vehicles, and lighting level. Each of the areas was evaluated for the study area and the LOS for each is discussed on the following pages. DIRECTNESS – LOS B The directness LOS is based on proximity of destinations anticipated to be visited by patrons of the proposed project. Within the recommended 0.25-mile radius, there are transit services, a grocery store, retail services, restaurants, and trail access. The LOS letter grade is based on the ratio of the Actual distance to a destination by way of pedestrian sidewalk or pathway divided by Minimum distance, as the crow flies and it was determined from information provided in Table P.1 of the Fort Collins Pedestrian Plan. There is excellent and direct connectivity surrounding the project site with clear and visual connection to transit facilities, streets, and activities. CONTINUITY – LOS C In the study area, there are sidewalks on both sides of the roadways near the project site. Some are detached with landscape buffers and others are attached. There is a variety of widths throughout the area, but the sidewalks are connected and continuous. Per the City standards, LOS C reflects areas where there are continuous stretches of sidewalks which may have variable widths, with and without landscaped parkways. STREET CROSSINGS (SIGNALIZED) – LOS B The closest signalized intersection to the project site is Horsetooth Road at Mason Street. This crossing includes clear vehicular pedestrian indications, well-marked crosswalks, good lighting, standard curb ramps on three corners, signing and sidewalks that suggest the presence of pedestrians, and unobstructed views. Therefore, this signalized intersection was determined to be LOS B for street crossings due to the number of lanes (5) across Horsetooth Road. VISUAL INTEREST AND AMENITY – LOS C The neighboring streets have generous sidewalks, landscaping, some street furniture, and good lighting. There are no specific amenities installed for visual appearance and the architecture varies along the roadways. Therefore, it was found that the area is functionally operational with less importance to visual interest or amenity. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 11 August 20, 2025 SECURITY - LOS B The streets adjacent to the project side have a high level of pedestrian security. The streets have sidewalks that are separated from vehicles in certain segments. There appears to be adequate lighting and good sight distance at access intersections. SUMMARY In summary, the existing pedestrian facilities meet or exceed the minimum LOS by category, as shown on Table 1. Table 1 – Pedestrian Level-of-Service Summary Directness Continuity Street Crossing Visual Interest and Amenity Security Minimum LOS Threshold C C C C C Existing Facilities B C B C B Met? Yes Yes Yes Yes Yes 10.0 Conclusion The Switchgrass Crossing project proposes to build 45 affordable units on an existing surface parking lot that will serve senior residents. The subject property is located on the east side of Mason Street, midway between Creger Drive and Colboard Drive in Fort Collins, CO and access is planned to be provided on by the two existing parking lot access. Vehicular traffic volumes associated with the project have been analyzed for the existing and future (Year 2026) scenarios without and with the project. Using ITE trip generation rates, the project is anticipated to generate approximately 92 vehicle trips per day, with nine (9) trips occurring in the morning peak hour and 11 trips occurring in the PM peak hour. It was determined that the existing roadways can accommodate the estimated traffic volumes for buildout conditions. Existing and background traffic conditions (not related to the proposed project) trigger the need for a dedicated right-turn lane and/or adjusted signal timing to separate movements at the southbound approach of the Horsetooth Road and Mason Street intersection. These improvements would enhance overall intersection operations, alleviate congestion and should be considered independent of the proposed development. The existing pedestrian volumes at the Mason Street and Boardwalk Drive Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 12 August 20, 2025 intersection warrant the need to upgrade the crosswalk to a highly visible marked crosswalk across Mason Street. These measures address pre-existing operational constraints and are not required due to traffic generated by the proposed development. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC Page 13 August 20, 2025 Tables and Figures: Table 1 – Peak Hour Intersection Level of Service Summary Table 2 – Peak Hour 95th Percentile Queue Summary Table 3 – Trip Generation Summary Table 4 – Trip Distribution Summary [IN REPORT] Figure 1 – Vicinity Map Figure 2 – Conceptual Site Plan Figure 3 – Year 2025 Existing Traffic Volumes Figure 4 – Year 2026 Background Traffic Volumes Figure 5 –Trip Distribution Figure 6 – Site-Generated Trips Figure 7– Year 2026 Background + Project Traffic Volumes Volunteer of America Switchgrass Crossing - City of Fort Collins, CO (FT# 25026) Traffic Impact Study Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Signalized Control 1. Mason St & Horsetooth Rd 12 B 21 C 12 B 21 C 12 B 21 C Eastbound Left 5 A 9 A 5 A 9 A 5 A 9 A Eastbound Through 8 A 12 B 8 A 13 B 8 A 13 B Eastbound Right 5 A 6 A 5 A 6 A 5 A 6 A Westbound Left 5 A 9 A 6 A 9 A 6 A 9 A Westbound Through 7 A 14 B 7 A 14 B 7 A 14 B Westbound Through+Right 7 A 14 B 7 A 14 B 7 A 14 B Northbound Left 41 D 41 D 41 D 41 D 41 D 41 D Northbound Through+Right 41 D 40 D 41 D 40 D 41 D 40 D Southbound Left 48 D 54 D 48 D 54 D 48 D 54 D Southbound Through+Right 49 D 79 E 49 D 87 F 49 D 87 F Stop - Controlled 2.Mason St & Cregor Dr 2 A 2 A 2 A 2 A 2 A 2 A Eastbound Left+Through+Right 11 B 18 C 11 B 19 C 11 B 19 C Westbound Left+Through+Right 12 B 19 C 13 B 19 C 13 B 20 C Northbound Left+Through+Right 8 A 8 A 8 A 8 A 8 A 8 A Southbound Left+Through+Right 8 A 9 A 8 A 9 A 8 A 9 A 3.Mason St & North Access 0 A 0 A 0 A 0 A 0 A 0 A Westbound Left+Right 0 A 11 B 0 A 12 B 10 B 13 B Northbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A Southbound Left+Through 8 A 8 A 8 A 8 A 8 A 8 A 4.Mason St & South Access 0 A 0 A 0 A 0 A 0 A 0 A Westbound Left+Right 9 A 12 B 9 A 12 B 11 B 14 B Northbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A Southbound Left+Through 8 A 9 A 8 A 9 A 8 A 9 A 5.Mason St & Colboard Dr 0 A 1 A 0 A 1 A 0 A 1 A Eastbound Left+Through+Right 13 B 20 C 13 B 20 C 13 B 21 C Westbound Left+Through+Right 13 B 17 C 13 B 18 C 13 B 18 C Northbound Left+Through+Right 8 A 0 A 8 A 0 A 8 A 0 A Southbound Left+Through+Right 8 A 8 A 8 A 9 A 8 A 9 A 6.Mason St & Boardwalk Dr 2 A 3 A 2 A 3 A 2 A 3 A Westbound Left 12 B 22 C 13 B 23 C 13 B 23 C Westbound Right 10 A 12 B 10 A 12 B 10 A 12 B Northbound Through+Right 0 A 0 A 0 A 0 A 0 A 0 A Southbound Left 8 A 9 A 8 A 9 A 8 A 9 A Southbound Through 0 A 0 A 0 A 0 A 0 A 0 A Note: Delay represented in average seconds per vehicle. Table 1 - Peak Hour Intersection Level of Service Summary Existing (Year 2025) Background (Year 2026) Bkgrd + Project (Year 2026) Intersection and Lanes Groups AM PeakAM Peak PM Peak PM Peak AM Peak PM Peak Fox Tuttle Transportation Group, LLC 8/20/2025 Volunteer of America Switchgrass Crossing - City of Fort Collins, CO (FT# 25026) Traffic Impact Study AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak 1.Mason St & Horsetooth Rd Eastbound Left 175' 21'36'21'36'21'36' Eastbound Through - 202' 277' 205' 284' 205' 284' Eastbound Right 225' 20'29'20'29'20'29' Westbound Left 180' 30'52'31'55'31'55' Westbound Through - 134' 353' 135' 360' 135' 360' Westbound Through+Right - 134' 353' 135' 360' 135' 360' Northbound Left 165' 68'160'69'162'69'162' Northbound Through+Right -56'72'57'72'57'72' Southbound Left 90' 28'77'28'77'28'77' Southbound Through+Right -41'80'41'83'41'83' 2. Mason St & Cregor Dr Eastbound Left+Through+Right -3'5'3'5'3'5' Westbound Left+Through+Right -8'13'8'25'8'25' Northbound Left+Through+Right -0'0'0'0'0'0' Southbound Left+Through+Right -0'0'0'0'0'0' 3.Mason St & North Access Westbound Left+Right -0'0'0'0'0'3' Northbound Through+Right -0'0'0'0'0'0' Southbound Left+Through -0'0'0'0'0'0' Southbound Left+Through+Right -0'0'0'0'0'0' 4.Mason St & South Access Westbound Left+Right -0'0'0'0'3'3' Northbound Through+Right -0'0'0'0'0'0' Southbound Left+Through -0'0'0'0'0'0' 5. Mason St & Colboard Dr Eastbound Left+Through+Right -0'0'0'3'0'3' Westbound Left+Through+Right -3'5'3'8'3'8' Northbound Left+Through+Right -0'0'0'0'0'0' Southbound Left+Through+Right -0'0'0'0'0'0' 6.Mason St & Boardwalk Dr Westbound Left 90' 3'15'3'15'3'15' Westbound Right -8'18'8'18'8'18' Northbound Through+Right -0'0'0'0'0'0' Southbound Left 105' 3'8'3'8'3'8' Southbound Through -0'0'0'0'0'0' Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Side-Street Stop Controlled Intersection and Lanes Groups Table 2 - Peak Hour 95th Percentile Queue Summary Existing (Year 2025) Background (Year 2026) Signalized Bkgrd + Project (Year 2026) Signalized Existing Storage Signalized Fox Tuttle Transportation Group, LLC 8/20/2025 Volunteer of America Switchgrass Crossing - City of Fort Collins, CO (FT# 25026) Traffic Impact Study Land Use Size Unit Rate* Total In Out Rate Total In Out Rate Total In Out ITE #252 - Senior Adult Housing - Multifamily 45 DU 2.04 92 46 46 0.20 9 3 6 0.25 11 6 5 92 46 46 9 3 6 11 6 5 Source : ITE Trip Generation 11th Edition, 2021. * Rate was extrapolated from the average of #252 and #223 between the PM peak hour and daily rates Total Added Trips Table 3 - Trip Generation Summary Average Daily Trips AM Peak Hour Trips PM Peak Hour Trips Page 1 8/20/2025 Location within Steamboat Springs Project Property HORSETOOTH ROAD MA S O N S T R E E T CO L L E G E A V E N U E PROJECT SITE Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE VICINITY MAP VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 1 REFER TO LATEST SITE PLAN FOR EXACT DESIGN AND DETAILS MA S O N S T R E E T Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE CONCEPTUAL SITE PLAN VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 2 Existing Access Full Movement Stop-Controlled HORSETOOTH RD CREGER DR NORTH ACCESS SOUTH ACCESS COLBOARD DR BOARDWALK DR PROJECT SITE 1. MASON S T REET AT HORSETOOTH ROA D 2 . MA SON STREET AT CRE G E R DR I VE 3. MASON S T R E E T AT NORTH ACCE S S 4 . MA SON STREET AT SOUT H A CCESS 5. MASON S T REET AT COLBOARD DR I V E 6 . MA SON STREET AT BOARDWA L K DR IVE 1 2 3 4 5 6 MA S O N S T Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2025 EXISTING TRAFFIC VOLUMES VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 3 HORSETOOTH RD CREGER DR NORTH ACCESS SOUTH ACCESS COLBOARD DR BOARDWALK DR PROJECT SITE 1. MASON S T REET AT HORSETOOTH ROA D 2 . MA SON STREET AT CRE G E R DR I VE 3. MASON S T R E E T AT NORTH ACCE S S 4 . MA SON STREET AT SOUT H A CCESS 5. MASON S T REET AT COLBOARD DR I V E 6 . MA SON STREET AT BOARDWA L K DR IVE 1 2 3 4 5 6 MA S O N S T Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2026 BACKGROUND TRAFFIC VOLUMES VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 4 HORSETOOTH RD CREGER DR NORTH ACCESS SOUTH ACCESS COLBOARD DR BOARDWALK DR PROJECT SITE 1. MASON S T REET AT HORSETOOTH ROA D 2 . MA SON STREET AT CREG E R DR I VE 3. MASON S T R E E T AT NORTH ACCES S 4 . MA SON STREET AT SOUT H A CCESS 5. MASON S T R EET AT COLBOARD DR I V E 6 . MA SON STREET AT BOARDWA L K DR IVE 1 2 3 4 5 6 MA S O N S T 50% TO/FROM THE NORTH VIA MASON ST 50% TO/FROM THE SOUTH VIA MASON ST Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE TRIP DISTRIBUTION VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 5 HORSETOOTH RD CREGER DR NORTH ACCESS SOUTH ACCESS COLBOARD DR BOARDWALK DR PROJECT SITE 1. MASON S T REET AT HORSETOOTH ROA D 2 . MA SON STREET AT CRE G E R DR I VE 3. MASON S T R E E T AT NORTH ACCES S 4 . MA SON STREET AT SOUT H A CCESS 5. MASON S T REET AT COLBOARD DR I V E 6 . MA SON STREET AT BOARDWA L K DR IVE 1 2 3 4 5 6 MA S O N S T Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE SITE-GENERATED TRIPS VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 6 HORSETOOTH RD CREGER DR NORTH ACCESS SOUTH ACCESS COLBOARD DR BOARDWALK DR PROJECT SITE 1. MASON S T REET AT HORSETOOTH ROA D 2 . MA SON STREET AT CREG E R DR I VE 3. MASON S T R E E T AT NORTH ACCES S 4 . MA SON STREET AT SOUT H A CCESS 5. MASON S T R EET AT COLBOARD DR I V E 6 . MA SON STREET AT BOARDWA L K DR IVE 1 2 3 4 5 6 MA S O N S T Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2026 BACKGROUND + PROJECT TRAFFIC VOLUMES VOLUNTEER OF AMERICA SWITCHGRASS CROSSING - FORT COLLINS, CO 25026 NTS 8/20/2025 ANG 7 Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Appendix: Base Assumption Form Existing Traffic Data Level of Service Definitions Intersection Capacity Worksheets Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Base Assumption Form Chapter 4 – Attachments Page 4-38 Larimer County Urban Area Street Standards – Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment A Transportation Impact Study Base Assumptions Project Information Project Name Project Location TIS Assumptions Type of Study Full: Intermediate: Study Area Boundaries North: South: East: West: Study Years Short Range: Long Range: Future Traffic Growth Rate Study Intersections 1. All access drives 5. 2. 6. 3. 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: Trip Generation Rates Trip Adjustment Factors Passby: Captive Market: Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study Date: Traffic Engineer: Local Entity Engineer: Switchgrass Crossing 3800 S Mason Street Memo Horsetooth Mason Mason Boardwalk 2026 N/A 1% per year Mason/Boardwalk Mason/Cregar Mason/Colboard Mason/Horsetooth 252- Sr. Adult Housing Multi Family N/A N/A N/A N/A N/A Mason and Boardwalk- Pedestrian Crossing Analysis based on CoFC Ped Guidelines 50% north, 50% south 5/19/2025 Steven Gilchrist Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Existing Traffic Data www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 1%0.91 WB 3%0.91 NB 1%0.95 SB 0%0.87 TOTAL 2%0.94 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 11 213 74 0 21 110 22 0 28 9 21 0 2 6 3 520 0 8:00 AM 0 6 219 61 0 18 139 11 0 31 4 16 0 2 4 5 516 0 8:15 AM 1 17 180 77 1 9 113 9 0 40 3 17 0 3 2 5 477 0 8:30 AM 0 11 156 53 0 23 132 5 0 39 6 14 0 4 1 8 452 1,965 1 45 768 265 1 71 494 47 0 138 22 68 0 11 13 21 1,965 0 0 7 0 0 2 18 1 0 1 0 2 0 0 0 0 31 0%0%1%0%0%3%4%2%-1%0%3%-0%0%0%2% EB WB NB SB EB WB NB SB E W N S 7:45 AM 1 6 1 0 0 0 0 0 0 0 1 3 8:00 AM 3 6 2 0 0 0 0 0 3 1 2 0 8:15 AM 1 4 0 0 0 0 0 0 1 1 0 1 8:30 AM 2 5 0 0 0 0 1 0 5 0 1 2 Peak Hour 7 21 3 0 0 0 1 0 9 2 4 6311 21 8 5 0 3 7 1 8 0 4 11 0 6 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St 15-min Total 7:45 AM to 8:45 AM 5/28/2025 7:00 AM to 9:00 AM 0 0 0 0 0 0 010 0 0 0 4 6 2 9 N Mason St Horsetooth Rd Horsetooth Rd Ma s o n S t Horsetooth Rd Ma s o n S t 1,965TEV: 0.9447PHF: 21 13 11 45 11 4 0 47 494 71 613 8481 6822 13 8 22 8 34 9 0 265 768 45 1,079 654 1 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 9 105 33 0 7 55 8 0 16 2 10 0 1 3 2 251 0 7:15 AM 0 5 142 45 0 9 91 11 0 20 3 7 0 4 3 4 344 0 7:30 AM 0 9 200 59 0 11 81 9 0 25 3 18 0 4 5 2 426 0 7:45 AM 0 11 213 74 0 21 110 22 0 28 9 21 0 2 6 3 520 1,541 8:00 AM 0 6 219 61 0 18 139 11 0 31 4 16 0 2 4 5 516 1,806 8:15 AM 1 17 180 77 1 9 113 9 0 40 3 17 0 3 2 5 477 1,939 8:30 AM 0 11 156 53 0 23 132 5 0 39 6 14 0 4 1 8 452 1,965 8:45 AM 0 10 196 58 0 12 103 5 0 44 8 19 0 1 5 14 475 1,920 Count Total 1 78 1,411 460 1 110 824 80 0 243 38 122 0 21 29 43 3,461 1 45 768 265 1 71 494 47 0 138 22 68 0 11 13 21 1,965 0 0 7 0 0 2 18 1 0 1 0 2 0 0 0 0 31 0%0%1%0%0%3%4%2%-1%0%3%-0%0%0%2% EB WB NB SB EB WB NB SB E W N S 7:00 AM 1 1 0 1 0 0 0 0 0 0 1 2 7:15 AM 4 5 0 0 0 0 0 0 0 2 1 2 7:30 AM 3 1 1 1 0 0 0 0 0 0 1 1 7:45 AM 1 6 1 0 0 0 0 0 0 0 1 3 8:00 AM 3 6 2 0 0 0 0 0 3 1 2 0 8:15 AM 1 4 0 0 0 0 0 0 1 1 0 1 8:30 AM 2 5 0 0 0 0 1 0 5 0 1 2 8:45 AM 1 3 1 0 0 0 0 0 2 1 3 0 Count Total 16 31 5 2 0 0 1 0 11 5 10 11 Peak Hour 7 21 3 0 0 0 1 0 9 2 4 6 54 1 37 31 1 21 7 1 8 5 0 6 11 0 6 5 0 3 6 0 2 8 0 4 3 0 3 9 0 5 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 3 0 7:15 AM 0 0 3 1 0 1 3 1 0 0 0 0 0 0 0 0 9 0 7:30 AM 0 0 2 1 0 0 0 1 0 1 0 0 0 0 1 0 6 0 7:45 AM 0 0 1 0 0 1 5 0 0 0 0 1 0 0 0 0 8 26 8:00 AM 0 0 3 0 0 0 6 0 0 1 0 1 0 0 0 0 11 34 8:15 AM 0 0 1 0 0 1 3 0 0 0 0 0 0 0 0 0 5 30 8:30 AM 0 0 2 0 0 0 4 1 0 0 0 0 0 0 0 0 7 31 8:45 AM 0 0 1 0 0 0 3 0 0 0 0 1 0 0 0 0 5 28 Count Total 0 0 14 2 0 4 24 3 0 2 0 3 0 0 2 0 54 Pk Hr Heavy 0 0 7 0 0 2 18 1 0 1 0 2 0 0 0 0 31 Count Summaries - Bikes 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 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 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 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Count Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 1%0.89 WB 0%0.90 NB 0%0.95 SB 0%0.84 TOTAL 0%0.91 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:45 PM 0 11 177 105 0 25 211 9 0 109 11 33 0 13 10 19 733 0 5:00 PM 0 10 188 101 1 14 235 9 0 111 8 41 0 15 8 15 756 0 5:15 PM 0 13 177 58 2 19 183 10 0 94 6 49 0 11 10 11 643 0 5:30 PM 1 12 155 62 4 10 183 16 0 96 11 39 0 9 5 15 618 2,750 1 46 697 326 7 68 812 44 0 410 36 162 0 48 33 60 2,750 0 0 6 0 0 0 2 0 0 0 1 0 0 0 0 0 9 0%0%1%0%0%0%0%0%-0%3%0%-0%0%0%0% EB WB NB SB EB WB NB SB E W N S 4:45 PM 2 0 0 0 1 0 0 0 1 0 1 3 5:00 PM 3 1 0 0 0 1 0 0 0 0 0 4 5:15 PM 1 1 0 0 0 0 0 0 0 1 0 6 5:30 PM 0 0 1 0 0 0 0 0 0 0 2 0 Peak Hour 6 2 1 0 1 1 0 0 1 1 3 1392 18 2 2 0 7 1 0 2 1 5 4 1 4 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St 15-min Total 4:45 PM to 5:45 PM 5/28/2025 4:00 PM to 6:00 PM 0 1 0 0 0 0 000 0 1 0 3 13 1 1 N Mason St Horsetooth Rd Horsetooth Rd Ma s o n S t Horsetooth Rd Ma s o n S t 2,750TEV: 0.9094PHF: 60 33 48 14 1 12 6 0 44 812 68 931 9147 16 236 41 0 60 8 42 7 0 326 697 46 1,070 1,283 1 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 11 187 87 0 27 200 7 0 79 12 32 0 6 8 12 668 0 4:15 PM 1 13 150 88 1 26 192 11 0 83 10 36 0 14 5 20 650 0 4:30 PM 0 8 163 88 0 15 136 11 1 74 12 36 0 9 12 8 573 0 4:45 PM 0 11 177 105 0 25 211 9 0 109 11 33 0 13 10 19 733 2,624 5:00 PM 0 10 188 101 1 14 235 9 0 111 8 41 0 15 8 15 756 2,712 5:15 PM 0 13 177 58 2 19 183 10 0 94 6 49 0 11 10 11 643 2,705 5:30 PM 1 12 155 62 4 10 183 16 0 96 11 39 0 9 5 15 618 2,750 5:45 PM 0 8 172 63 0 27 185 9 0 102 6 30 0 13 9 16 640 2,657 Count Total 2 86 1,369 652 8 163 1,525 82 1 748 76 296 0 90 67 116 5,281 1 46 697 326 7 68 812 44 0 410 36 162 0 48 33 60 2,750 0 0 6 0 0 0 2 0 0 0 1 0 0 0 0 0 9 0%0%1%0%0%0%0%0%-0%3%0%-0%0%0%0% EB WB NB SB EB WB NB SB E W N S 4:00 PM 3 1 1 0 1 0 0 0 2 1 1 1 4:15 PM 5 2 0 1 0 0 0 0 0 0 2 1 4:30 PM 2 2 0 0 0 0 0 0 0 0 1 0 4:45 PM 2 0 0 0 1 0 0 0 1 0 1 3 5:00 PM 3 1 0 0 0 1 0 0 0 0 0 4 5:15 PM 1 1 0 0 0 0 0 0 0 1 0 6 5:30 PM 0 0 1 0 0 0 0 0 0 0 2 0 5:45 PM 3 0 0 0 0 0 0 0 2 1 2 0 Count Total 19 7 2 1 2 1 0 0 5 3 9 15 Peak Hour 6 2 1 0 1 1 0 0 1 1 3 13 29 3 32 9 2 18 1 0 2 3 0 5 4 1 4 2 0 7 4 0 1 2 1 5 5 1 5 8 0 3 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 1 2 0 0 1 0 0 1 0 0 0 0 0 0 5 0 4:15 PM 0 0 5 0 0 0 2 0 0 0 0 0 0 0 1 0 8 0 4:30 PM 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 4 0 4:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 19 5:00 PM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 4 18 5:15 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 12 5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 9 5:45 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 10 Count Total 0 1 16 2 0 0 6 1 0 1 1 0 0 0 1 0 29 Pk Hr Heavy 0 0 6 0 0 0 2 0 0 0 1 0 0 0 0 0 9 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Count Total 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 3 Pk Hr Bike 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St Interval Start Horsetooth Rd Horsetooth Rd Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 8%0.43 WB 3%0.65 NB 2%0.85 SB 1%0.93 TOTAL 2%0.95 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 0 0 1 0 3 0 1 0 0 45 5 0 4 70 1 130 0 8:00 AM 0 1 1 5 0 4 0 4 0 3 33 2 0 4 59 1 117 0 8:15 AM 0 1 0 2 0 8 0 4 0 0 39 3 0 4 66 0 127 0 8:30 AM 0 0 0 1 0 5 0 2 0 0 39 1 0 3 68 0 119 493 0 2 1 9 0 20 0 11 0 3 156 11 0 15 263 2 493 0 1 0 0 0 1 0 0 0 0 3 1 0 1 3 0 10 -50%0%0%-5%-0%-0%2%9%-7%1%0%2% EB WB NB SB EB WB NB SB E W N S 7:45 AM 0 1 2 1 0 0 0 0 0 4 0 0 8:00 AM 0 0 1 1 0 0 1 1 0 7 0 0 8:15 AM 1 0 1 1 0 0 1 1 1 2 0 0 8:30 AM 0 0 0 1 0 0 1 0 1 5 0 0 Peak Hour 1 1 4 4 0 0 3 2 2 18 0 0105 20 6 3 2 3 1 1 4 0 4 2 2 7 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start Driveway Cregor Dr Mason St Mason St 15-min Total 7:45 AM to 8:45 AM 5/28/2025 7:00 AM to 9:00 AM 0 0 0 0 2 0 120 0 0 0 0 0 18 2 N Mason St Cregor Dr Cregor Dr Ma s o n S t Driveway Ma s o n S t 493TEV: 0.9481PHF: 2 26 3 15 28 0 16 9 0 11 0 20 31 270 11 15 6 3 17 0 29 2 0 9 1 2 12 5 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles 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 2 0 0 22 1 0 3 30 0 61 0 7:15 AM 0 2 1 1 0 4 0 1 0 0 17 4 0 5 43 0 78 0 7:30 AM 0 0 0 0 0 3 0 1 0 1 33 2 0 12 53 0 105 0 7:45 AM 0 0 0 1 0 3 0 1 0 0 45 5 0 4 70 1 130 374 8:00 AM 0 1 1 5 0 4 0 4 0 3 33 2 0 4 59 1 117 430 8:15 AM 0 1 0 2 0 8 0 4 0 0 39 3 0 4 66 0 127 479 8:30 AM 0 0 0 1 0 5 0 2 0 0 39 1 0 3 68 0 119 493 8:45 AM 0 0 0 1 0 0 0 1 0 0 54 3 0 5 52 0 116 479 Count Total 0 4 4 11 0 27 1 16 0 4 282 21 0 40 441 2 853 0 2 1 9 0 20 0 11 0 3 156 11 0 15 263 2 493 0 1 0 0 0 1 0 0 0 0 3 1 0 1 3 0 10 -50%0%0%-5%-0%-0%2%9%-7%1%0%2% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 0 1 0 0 1 0 0 0 0 0 7:15 AM 0 0 2 1 0 0 0 0 0 0 0 0 7:30 AM 0 2 0 2 0 0 0 1 0 2 1 0 7:45 AM 0 1 2 1 0 0 0 0 0 4 0 0 8:00 AM 0 0 1 1 0 0 1 1 0 7 0 0 8:15 AM 1 0 1 1 0 0 1 1 1 2 0 0 8:30 AM 0 0 0 1 0 0 1 0 1 5 0 0 8:45 AM 0 0 0 0 0 0 0 1 2 3 0 0 Count Total 1 3 6 8 0 0 4 4 4 23 1 0 Peak Hour 1 1 4 4 0 0 3 2 2 18 0 0 18 8 28 10 5 20 1 1 6 0 1 5 2 2 7 3 2 3 4 1 3 4 0 4 1 1 0 3 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Cregor Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 1 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 0 3 0 7:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 0 4 0 7:45 AM 0 0 0 0 0 1 0 0 0 0 1 1 0 0 1 0 4 12 8:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 13 8:15 AM 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 0 3 13 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 10 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 Count Total 0 1 0 0 0 2 0 1 0 0 4 2 0 3 5 0 18 Pk Hr Heavy 0 1 0 0 0 1 0 0 0 0 3 1 0 1 3 0 10 Count Summaries - Bikes 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 1 0 0 0 0 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 7:45 AM 0 0 0 0 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 1 0 0 0 1 0 2 3 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 5 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 5 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 Count Total 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 8 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 2 1 0 0 2 0 5 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Cregor Dr Mason St Mason St Interval Start Driveway Cregor Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 0%0.45 WB 0%0.68 NB 0%0.82 SB 0%0.92 TOTAL 0%0.88 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:15 PM 0 3 1 1 0 6 0 6 0 4 80 5 0 3 89 3 201 0 4:30 PM 0 0 0 1 0 1 0 5 0 0 114 7 0 2 94 1 225 0 4:45 PM 0 0 0 1 0 8 1 9 0 1 95 5 0 3 106 1 230 0 5:00 PM 0 1 0 1 0 5 0 16 0 6 127 3 0 1 98 2 260 916 0 4 1 4 0 20 1 36 0 11 416 20 0 9 387 7 916 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 -0%0%0%-0%0%0%-0%0%0%-0%0%0%0% EB WB NB SB EB WB NB SB E W N S 4:15 PM 0 0 0 1 0 0 0 0 0 1 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 5:00 PM 0 0 0 0 0 0 0 1 10 1 0 2 Peak Hour 0 0 0 1 0 0 0 1 11 3 0 211 16 13 0 0 1 0 1 1 0 1 0 0 1 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start Driveway Cregor Dr Mason St Mason St 15-min Total 4:15 PM to 5:15 PM 5/28/2025 4:00 PM to 6:00 PM 0 0 0 0 1 0 000 0 0 0 0 2 3 11 N Mason St Cregor Dr Cregor Dr Ma s o n S t Driveway Ma s o n S t 916TEV: 0.8808PHF: 7 38 7 9 40 3 45 6 0 36 1 20 57 300 20 41 611 44 7 41 1 0 4 1 4 9 19 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 1 3 0 7 0 6 0 5 88 4 0 4 97 2 217 0 4:15 PM 0 3 1 1 0 6 0 6 0 4 80 5 0 3 89 3 201 0 4:30 PM 0 0 0 1 0 1 0 5 0 0 114 7 0 2 94 1 225 0 4:45 PM 0 0 0 1 0 8 1 9 0 1 95 5 0 3 106 1 230 873 5:00 PM 0 1 0 1 0 5 0 16 0 6 127 3 0 1 98 2 260 916 5:15 PM 0 4 2 2 0 4 2 5 0 2 90 7 0 2 61 2 183 898 5:30 PM 0 3 0 2 0 3 2 7 0 1 107 5 0 1 68 1 200 873 5:45 PM 0 0 0 0 0 7 0 5 0 1 98 2 0 1 64 2 180 823 Count Total 0 11 4 11 0 41 5 59 0 20 799 38 0 17 677 14 1,696 0 4 1 4 0 20 1 36 0 11 416 20 0 9 387 7 916 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 -0%0%0%-0%0%0%-0%0%0%-0%0%0%0% EB WB NB SB EB WB NB SB E W N S 4:00 PM 0 0 1 2 0 0 1 1 1 0 0 0 4:15 PM 0 0 0 1 0 0 0 0 0 1 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 5:00 PM 0 0 0 0 0 0 0 1 10 1 0 2 5:15 PM 0 0 1 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 4 2 1 5:45 PM 0 0 0 0 0 0 0 0 2 0 0 0 Count Total 0 0 2 3 0 0 2 2 14 7 2 3 Peak Hour 0 0 0 1 0 0 0 1 11 3 0 2 5 4 26 1 1 16 0 0 7 0 0 2 0 1 13 1 1 0 0 0 1 0 0 1 3 2 1 1 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Cregor Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 0 1 0 0 0 2 0 3 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 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 4 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 1 0 0 0 0 0 1 1 5:30 PM 0 0 0 0 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 0 0 0 1 Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0 5 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Count Summaries - Bikes 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 0 1 0 0 0 1 0 2 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 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 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 5:30 PM 0 0 0 0 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 0 0 0 0 2 Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Cregor Dr Mason St Mason St Interval Start Driveway Cregor Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB ---- WB ---- NB 2%0.87 SB 1%0.94 TOTAL 2%0.95 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 0 0 0 0 0 0 0 0 0 51 0 0 2 69 0 122 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 40 0 0 5 64 0 109 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 40 0 0 3 74 0 117 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 46 0 0 2 70 0 118 466 0 0 0 0 0 0 0 0 0 0 177 0 0 12 277 0 466 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 ----------2%--0%1%-2% EB WB NB SB EB WB NB SB E W N S 7:45 AM 0 0 2 2 0 0 0 0 0 5 1 0 8:00 AM 0 0 1 0 0 0 1 0 0 9 5 0 8:15 AM 0 0 0 1 0 0 1 1 0 4 0 0 8:30 AM 0 0 1 1 0 0 0 0 0 7 2 0 Peak Hour 0 0 4 4 0 0 2 1 0 25 8 083 33 9 1 2 4 2 0 4 0 6 1 1 14 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start n/a North Access Mason St Mason St 15-min Total 7:45 AM to 8:45 AM 5/28/2025 7:00 AM to 9:00 AMN Mason St North Access North Access Ma s o n S t Ma s o n S t 466TEV: 0.9549PHF: 27 7 12 28 9 17 7 0 0 0 0 12 0 0 17 7 17 7 27 7 0 1 0 02 0 0 8 0 25 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles 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 1 0 0 24 0 0 0 29 0 54 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 21 0 0 1 46 0 68 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 37 0 0 1 53 0 91 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 51 0 0 2 69 0 122 335 8:00 AM 0 0 0 0 0 0 0 0 0 0 40 0 0 5 64 0 109 390 8:15 AM 0 0 0 0 0 0 0 0 0 0 40 0 0 3 74 0 117 439 8:30 AM 0 0 0 0 0 0 0 0 0 0 46 0 0 2 70 0 118 466 8:45 AM 0 0 0 0 0 0 0 0 0 0 54 0 0 1 53 0 108 452 Count Total 0 0 0 0 0 0 0 1 0 0 313 0 0 15 458 0 787 0 0 0 0 0 0 0 0 0 0 177 0 0 12 277 0 466 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 ----------2%--0%1%-2% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 1 0 1 0 0 0 0 0 1 0 0 7:15 AM 0 0 1 0 0 0 0 0 0 2 0 0 7:30 AM 0 0 0 2 0 0 0 1 3 6 2 0 7:45 AM 0 0 2 2 0 0 0 0 0 5 1 0 8:00 AM 0 0 1 0 0 0 1 0 0 9 5 0 8:15 AM 0 0 0 1 0 0 1 1 0 4 0 0 8:30 AM 0 0 1 1 0 0 0 0 0 7 2 0 8:45 AM 0 0 0 0 0 0 0 1 1 3 0 0 Count Total 0 1 5 7 0 0 2 3 4 37 10 0 Peak Hour 0 0 4 4 0 0 2 1 0 25 8 0 13 5 51 8 3 33 2 0 9 0 1 4 1 1 14 1 2 4 2 1 11 4 0 6 2 0 1 1 0 2 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a North Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 1 0 0 0 0 0 0 1 0 2 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 9 8:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 8 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 8 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Count Total 0 0 0 0 0 0 0 1 0 0 5 0 0 0 7 0 13 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 Count Summaries - Bikes 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 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 1 0 1 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 1 0 0 0 0 0 1 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 4 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4 Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0 5 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a North Access Mason St Mason St Interval Start n/a North Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB ---- WB 0%0.50 NB 0%0.86 SB 0%0.92 TOTAL 0%0.91 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:15 PM 0 0 0 0 0 0 0 1 0 0 89 0 0 1 92 0 183 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 119 0 0 0 99 0 218 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 102 0 0 0 112 0 214 0 5:00 PM 0 0 0 0 0 0 0 1 0 0 127 0 0 0 106 0 234 849 0 0 0 0 0 0 0 2 0 0 437 0 0 1 409 0 849 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -------0%--0%--0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:15 PM 0 0 0 0 0 0 0 0 0 2 1 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 5:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 Peak Hour 0 0 0 0 0 0 0 1 0 4 1 001 5 1 0 0 1 0 1 0 0 3 0 0 0 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start n/a North Access Mason St Mason St 15-min Total 4:15 PM to 5:15 PM 5/28/2025 4:00 PM to 6:00 PMN Mason St North Access North Access Ma s o n S t Ma s o n S t 849TEV: 0.9071PHF: 40 9 1 41 0 43 9 0 2 0 2 1 0 0 43 7 43 7 40 9 0 1 0 00 0 0 1 0 4 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles 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 0 100 0 0 1 107 0 209 0 4:15 PM 0 0 0 0 0 0 0 1 0 0 89 0 0 1 92 0 183 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 119 0 0 0 99 0 218 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 102 0 0 0 112 0 214 824 5:00 PM 0 0 0 0 0 0 0 1 0 0 127 0 0 0 106 0 234 849 5:15 PM 0 0 0 0 0 0 0 2 0 0 95 0 0 0 72 0 169 835 5:30 PM 0 0 0 0 0 0 0 4 0 0 111 0 0 0 72 0 187 804 5:45 PM 0 0 0 0 0 0 0 1 0 0 96 1 0 0 72 0 170 760 Count Total 0 0 0 0 0 0 0 10 0 0 839 1 0 2 732 0 1,584 0 0 0 0 0 0 0 2 0 0 437 0 0 1 409 0 849 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -------0%--0%--0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:00 PM 0 0 1 2 0 0 1 1 0 2 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 2 1 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 5:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 5:15 PM 0 0 0 0 0 0 1 0 9 0 0 0 5:30 PM 0 0 1 1 0 0 0 0 0 4 2 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 Count Total 0 0 2 3 0 0 2 2 9 10 4 0 Peak Hour 0 0 0 0 0 0 0 1 0 4 1 0 5 4 23 0 1 5 2 0 6 0 0 1 0 1 1 0 1 9 0 0 0 0 0 1 3 2 2 0 0 3 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a North Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 0 1 0 0 0 2 0 3 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 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 0 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 1 0 0 0 1 0 2 2 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 0 0 0 0 0 0 0 0 2 0 0 0 3 0 5 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Summaries - Bikes 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 0 1 0 0 0 1 0 2 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 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 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 5:30 PM 0 0 0 0 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 0 0 0 0 2 Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a North Access Mason St Mason St Interval Start n/a North Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB ---- WB 0%0.25 NB 2%0.88 SB 1%0.94 TOTAL 2%0.93 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 0 0 0 0 0 0 0 0 0 51 0 0 0 70 0 121 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 41 2 0 2 60 0 105 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 41 0 0 1 71 0 113 0 8:30 AM 0 0 0 0 0 0 0 1 0 0 44 0 0 1 65 0 111 450 0 0 0 0 0 0 0 1 0 0 177 2 0 4 266 0 450 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 -------0%--2%0%-0%2%-2% EB WB NB SB EB WB NB SB E W N S 7:45 AM 0 0 2 2 0 0 0 0 0 6 0 0 8:00 AM 0 0 1 0 0 0 1 0 1 7 0 0 8:15 AM 0 0 0 1 0 0 1 1 0 2 0 0 8:30 AM 0 0 1 1 0 0 1 0 2 5 0 0 Peak Hour 0 0 4 4 0 0 3 1 3 20 0 084 23 7 1 2 2 2 1 4 0 6 1 1 8 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start n/a South Access Mason St Mason St 15-min Total 7:45 AM to 8:45 AM 5/28/2025 7:00 AM to 9:00 AMN Mason St South Access South Access Ma s o n S t Ma s o n S t 450TEV: 0.9298PHF: 26 6 4 27 0 17 8 0 1 0 1 6 0 2 17 7 17 9 26 6 0 1 0 03 0 0 0 0 20 3 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles 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 24 1 0 1 31 0 57 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 20 0 0 0 45 0 65 0 7:30 AM 0 0 0 0 0 1 0 0 0 0 39 0 0 0 49 0 89 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 51 0 0 0 70 0 121 332 8:00 AM 0 0 0 0 0 0 0 0 0 0 41 2 0 2 60 0 105 380 8:15 AM 0 0 0 0 0 0 0 0 0 0 41 0 0 1 71 0 113 428 8:30 AM 0 0 0 0 0 0 0 1 0 0 44 0 0 1 65 0 111 450 8:45 AM 0 0 0 0 0 0 0 0 0 0 53 0 0 0 54 0 107 436 Count Total 0 0 0 0 0 1 0 1 0 0 313 3 0 5 445 0 768 0 0 0 0 0 0 0 1 0 0 177 2 0 4 266 0 450 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 -------0%--2%0%-0%2%-2% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 0 1 0 0 0 0 0 1 0 1 7:15 AM 0 0 1 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 2 0 0 0 1 0 0 0 2 7:45 AM 0 0 2 2 0 0 0 0 0 6 0 0 8:00 AM 0 0 1 0 0 0 1 0 1 7 0 0 8:15 AM 0 0 0 1 0 0 1 1 0 2 0 0 8:30 AM 0 0 1 1 0 0 1 0 2 5 0 0 8:45 AM 0 0 0 0 0 0 0 1 2 3 0 0 Count Total 0 0 5 7 0 0 3 3 5 24 0 4 Peak Hour 0 0 4 4 0 0 3 1 3 20 0 0 12 6 33 8 4 23 2 1 7 0 1 5 1 1 8 1 2 2 2 1 2 4 0 6 1 0 2 1 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a South Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 1 0 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 8 8:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 8 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 8 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Count Total 0 0 0 0 0 0 0 0 0 0 5 0 0 1 6 0 12 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 Count Summaries - Bikes 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 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 1 0 1 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 1 0 0 0 0 0 1 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 4 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5 Count Total 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 6 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 4 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a South Access Mason St Mason St Interval Start n/a South Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB ---- WB 0%0.50 NB 0%0.85 SB 0%0.88 TOTAL 0%0.88 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:15 PM 0 0 0 0 0 0 0 2 0 0 86 0 0 1 92 0 181 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 119 0 0 0 89 0 208 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 102 0 0 0 116 0 218 0 5:00 PM 0 0 0 0 0 0 0 2 0 0 126 1 0 0 112 0 241 848 0 0 0 0 0 0 0 4 0 0 433 1 0 1 409 0 848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -------0%--0%0%-0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 5:00 PM 0 0 0 0 0 0 0 0 10 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 12 2 0 000 14 10 0 0 2 0 0 0 0 1 0 0 1 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start n/a South Access Mason St Mason St 15-min Total 4:15 PM to 5:15 PM 5/28/2025 4:00 PM to 6:00 PMN Mason St South Access South Access Ma s o n S t Ma s o n S t 848TEV: 0.8797PHF: 40 9 1 41 0 43 7 0 4 0 4 2 0 1 43 3 43 4 40 9 0 0 0 00 0 0 0 0 2 12 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles 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 97 0 0 0 104 0 202 0 4:15 PM 0 0 0 0 0 0 0 2 0 0 86 0 0 1 92 0 181 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 119 0 0 0 89 0 208 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 102 0 0 0 116 0 218 809 5:00 PM 0 0 0 0 0 0 0 2 0 0 126 1 0 0 112 0 241 848 5:15 PM 0 0 0 0 0 0 0 1 0 0 96 0 0 0 76 0 173 840 5:30 PM 0 0 0 0 0 1 0 0 0 0 110 0 0 0 72 0 183 815 5:45 PM 0 0 0 0 0 1 0 0 0 0 97 0 0 0 75 0 173 770 Count Total 0 0 0 0 0 2 0 6 0 0 833 1 0 1 736 0 1,579 0 0 0 0 0 0 0 4 0 0 433 1 0 1 409 0 848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -------0%--0%0%-0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:00 PM 0 0 1 2 0 0 2 1 0 1 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 5:00 PM 0 0 0 0 0 0 0 0 10 0 0 0 5:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 1 1 0 0 0 0 0 4 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 2 3 0 0 3 1 12 7 0 0 Peak Hour 0 0 0 0 0 0 0 0 12 2 0 0 5 4 19 0 0 14 2 0 4 0 0 0 0 0 10 0 1 0 0 0 1 0 0 2 3 3 1 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a South Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 0 1 0 0 0 2 0 3 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 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 0 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 1 0 0 0 1 0 2 2 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 0 0 0 0 0 0 0 0 2 0 0 0 3 0 5 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Summaries - Bikes 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 0 2 0 0 0 1 0 3 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 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 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 5:30 PM 0 0 0 0 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 0 0 0 1 Count Total 0 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 4 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a South Access Mason St Mason St Interval Start n/a South Access Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 0%0.25 WB 0%0.63 NB 2%0.94 SB 1%0.95 TOTAL 1%0.96 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 0 0 0 0 1 0 0 0 1 58 2 0 0 60 2 124 0 8:00 AM 0 0 0 0 0 1 0 0 0 1 56 3 0 1 52 0 114 0 8:15 AM 0 1 0 0 0 0 1 0 0 0 59 1 0 2 58 2 124 0 8:30 AM 0 0 0 0 0 2 0 0 0 0 46 3 0 1 62 0 114 476 0 1 0 0 0 4 1 0 0 2 219 9 0 4 232 4 476 0 0 0 0 0 0 0 0 0 0 4 0 0 0 3 0 7 -0%---0%0%--0%2%0%-0%1%0%1% EB WB NB SB EB WB NB SB E W N S 7:45 AM 0 0 3 1 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 8:15 AM 0 0 0 1 0 0 1 2 0 0 0 0 8:30 AM 0 0 1 1 1 0 1 0 0 0 0 0 Peak Hour 0 0 4 3 1 0 3 3 0 0 0 077 0 0 1 3 0 2 2 4 0 0 0 2 0 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start Driveway Colboard Dr Mason St Mason St 15-min Total 7:45 AM to 8:45 AM 5/28/2025 7:00 AM to 9:00 AM 0 0 1 2 1 0 030 0 0 0 0 0 0 0 N Mason St Colboard Dr Colboard Dr Ma s o n S t Driveway Ma s o n S t 476TEV: 0.9597PHF: 4 23 2 4 24 0 22 0 0 0 1 4 5 130 9 21 9 2 23 0 23 6 0 0 0 1 1 7 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles 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 26 1 0 0 26 0 54 0 7:15 AM 0 0 0 0 0 2 0 0 0 0 25 1 0 1 43 0 72 0 7:30 AM 0 0 0 0 0 2 0 1 0 0 41 5 0 1 52 0 102 0 7:45 AM 0 0 0 0 0 1 0 0 0 1 58 2 0 0 60 2 124 352 8:00 AM 0 0 0 0 0 1 0 0 0 1 56 3 0 1 52 0 114 412 8:15 AM 0 1 0 0 0 0 1 0 0 0 59 1 0 2 58 2 124 464 8:30 AM 0 0 0 0 0 2 0 0 0 0 46 3 0 1 62 0 114 476 8:45 AM 0 1 0 0 0 4 0 0 0 0 57 5 0 0 53 0 120 472 Count Total 0 2 0 0 0 12 1 1 0 3 368 21 0 6 406 4 824 0 1 0 0 0 4 1 0 0 2 219 9 0 4 232 4 476 0 0 0 0 0 0 0 0 0 0 4 0 0 0 3 0 7 -0%---0%0%--0%2%0%-0%1%0%1% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 7:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 2 0 0 0 0 0 0 0 0 7:45 AM 0 0 3 1 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 8:15 AM 0 0 0 1 0 0 1 2 0 0 0 0 8:30 AM 0 0 1 1 1 0 1 0 0 0 0 0 8:45 AM 0 0 2 1 0 0 1 1 2 0 0 0 Count Total 0 0 7 6 1 0 5 4 2 0 0 0 Peak Hour 0 0 4 3 1 0 3 3 0 0 0 0 13 10 2 7 7 0 2 2 0 3 2 2 0 2 0 1 3 0 2 0 0 4 0 0 0 1 0 1 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Colboard Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 0 0 0 0 0 1 0 0 0 0 0 1 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 4 7 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 7 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 7 8:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 3 6 Count Total 0 0 0 0 0 0 0 0 0 0 6 1 0 0 6 0 13 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 4 0 0 0 3 0 7 Count Summaries - Bikes 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 1 0 0 0 0 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 0 0 0 1 0 2 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 3 5 8:30 AM 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 7 8:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 9 Count Total 0 1 0 0 0 0 0 0 0 0 5 0 0 0 2 2 10 Pk Hr Bike 0 1 0 0 0 0 0 0 0 0 3 0 0 0 1 2 7 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Colboard Dr Mason St Mason St Interval Start Driveway Colboard Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 0%0.25 WB 0%0.71 NB 0%0.85 SB 0%0.94 TOTAL 0%0.90 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:15 PM 0 0 0 0 0 1 0 3 0 0 81 1 0 0 90 0 176 0 4:30 PM 0 0 0 0 0 2 0 2 0 0 117 2 0 1 101 0 225 0 4:45 PM 0 0 0 0 0 5 0 1 0 0 99 5 0 0 109 0 219 0 5:00 PM 0 1 0 0 0 2 0 1 0 0 122 5 0 1 107 0 239 859 0 1 0 0 0 10 0 7 0 0 419 13 0 2 407 0 859 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 -0%---0%-0%--0%8%-0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 1 0 0 0 1 0 10 0 0 0 Peak Hour 0 0 1 0 0 0 1 0 11 0 0 011 11 10 0 0 0 1 1 0 0 0 0 0 1 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start Driveway Colboard Dr Mason St Mason St 15-min Total 4:15 PM to 5:15 PM 5/28/2025 4:00 PM to 6:00 PM 0 0 0 0 0 0 010 0 0 0 0 0 0 11 N Mason St Colboard Dr Colboard Dr Ma s o n S t Driveway Ma s o n S t 859TEV: 0.8985PHF: 0 40 7 2 40 9 42 7 0 7 0 10 17 150 13 41 9 0 43 2 41 7 0 0 0 1 1 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 1 0 0 0 0 0 0 0 0 95 2 0 0 101 0 199 0 4:15 PM 0 0 0 0 0 1 0 3 0 0 81 1 0 0 90 0 176 0 4:30 PM 0 0 0 0 0 2 0 2 0 0 117 2 0 1 101 0 225 0 4:45 PM 0 0 0 0 0 5 0 1 0 0 99 5 0 0 109 0 219 819 5:00 PM 0 1 0 0 0 2 0 1 0 0 122 5 0 1 107 0 239 859 5:15 PM 0 0 0 0 0 2 0 3 0 0 90 0 0 0 73 0 168 851 5:30 PM 0 0 0 0 0 0 0 0 0 0 112 0 0 0 78 0 190 816 5:45 PM 0 0 0 0 0 1 0 2 0 0 93 2 0 3 68 0 169 766 Count Total 0 2 0 0 0 13 0 12 0 0 809 17 0 5 727 0 1,585 0 1 0 0 0 10 0 7 0 0 419 13 0 2 407 0 859 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 -0%---0%-0%--0%8%-0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:00 PM 0 0 1 2 0 0 1 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 1 0 0 0 1 0 10 0 0 0 5:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 3 3 0 0 3 0 11 0 0 0 Peak Hour 0 0 1 0 0 0 1 0 11 0 0 0 6 3 11 1 1 11 2 0 0 0 0 0 1 1 10 0 1 0 0 0 1 0 0 0 3 1 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Colboard Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 0 1 0 0 0 2 0 3 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 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 1 0 0 0 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Count Total 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 0 6 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 Count Summaries - Bikes 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 0 1 0 0 0 0 0 1 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 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 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 5:30 PM 0 0 0 0 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 0 0 0 0 2 Count Total 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Driveway Colboard Dr Mason St Mason St Interval Start Driveway Colboard Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB ---- WB 3%0.70 NB 1%0.89 SB 1%0.91 TOTAL 1%0.95 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 0 0 0 0 2 0 11 0 0 49 4 0 14 46 0 126 0 8:00 AM 0 0 0 0 0 2 0 13 0 0 46 1 0 12 41 0 115 0 8:15 AM 0 0 0 0 0 2 0 19 0 0 42 3 0 14 42 0 122 0 8:30 AM 0 0 0 0 0 3 0 7 0 0 41 3 0 9 55 0 118 481 0 0 0 0 0 9 0 50 0 0 178 11 0 49 184 0 481 0 0 0 0 0 0 0 2 0 0 2 0 0 0 2 0 6 -----0%-4%--1%0%-0%1%-1% EB WB NB SB EB WB NB SB E W N S 7:45 AM 0 2 2 1 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 1 1 0 2 0 0 8:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 8:30 AM 0 0 0 1 0 0 1 1 0 1 0 0 Peak Hour 0 2 2 2 0 0 3 2 0 4 0 065 4 1 0 1 1 1 2 5 0 0 0 2 2 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start n/a Boardwalk Dr Mason St Mason St 15-min Total 7:45 AM to 8:45 AM 5/28/2025 7:00 AM to 9:00 AMN Mason St Boardwalk Dr Boardwalk Dr Ma s o n S t Ma s o n S t 481TEV: 0.9544PHF: 18 4 49 23 3 22 8 0 50 9 59 60 0 11 17 8 18 9 19 3 0 1 1 03 0 0 0 0 4 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 2 0 5 0 0 22 5 0 4 23 0 61 0 7:15 AM 0 0 0 0 0 3 0 7 0 0 23 2 0 4 42 0 81 0 7:30 AM 0 0 0 0 0 2 0 4 0 0 38 2 0 8 45 0 99 0 7:45 AM 0 0 0 0 0 2 0 11 0 0 49 4 0 14 46 0 126 367 8:00 AM 0 0 0 0 0 2 0 13 0 0 46 1 0 12 41 0 115 421 8:15 AM 0 0 0 0 0 2 0 19 0 0 42 3 0 14 42 0 122 462 8:30 AM 0 0 0 0 0 3 0 7 0 0 41 3 0 9 55 0 118 481 8:45 AM 0 0 0 0 0 3 0 11 0 0 48 6 0 10 45 0 123 478 Count Total 0 0 0 0 0 19 0 77 0 0 309 26 0 75 339 0 845 0 0 0 0 0 9 0 50 0 0 178 11 0 49 184 0 481 0 0 0 0 0 0 0 2 0 0 2 0 0 0 2 0 6 -----0%-4%--1%0%-0%1%-1% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 1 0 0 0 0 0 0 1 0 0 7:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 3 0 0 0 1 0 0 0 0 7:45 AM 0 2 2 1 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 1 1 0 2 0 0 8:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 8:30 AM 0 0 0 1 0 0 1 1 0 1 0 0 8:45 AM 0 1 1 2 0 0 0 1 1 0 0 0 Count Total 0 3 5 7 0 0 3 4 1 5 0 0 Peak Hour 0 2 2 2 0 0 3 2 0 4 0 0 15 7 6 6 5 4 1 2 1 4 1 1 0 2 2 0 1 1 3 1 0 5 0 0 1 0 1 1 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a Boardwalk Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 1 0 0 0 0 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 7:45 AM 0 0 0 0 0 0 0 2 0 0 2 0 0 0 1 0 5 10 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 8:45 AM 0 0 0 0 0 0 0 1 0 0 1 0 0 2 0 0 4 5 Count Total 0 0 0 0 0 0 0 3 0 0 5 0 0 2 5 0 15 Pk Hr Heavy 0 0 0 0 0 0 0 2 0 0 2 0 0 0 2 0 6 Count Summaries - Bikes 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 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 1 0 0 1 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 1 0 0 0 1 0 2 3 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 5 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 Count Total 0 0 0 0 0 0 0 0 0 0 3 0 0 2 2 0 7 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 3 0 0 1 1 0 5 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a Boardwalk Dr Mason St Mason St Interval Start n/a Boardwalk Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB ---- WB 0%0.80 NB 0%0.80 SB 0%0.90 TOTAL 0%0.89 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:15 PM 0 0 0 0 0 7 0 19 0 0 65 0 0 24 65 0 180 0 4:30 PM 0 0 0 0 0 6 0 27 0 0 91 4 0 25 76 0 229 0 4:45 PM 0 0 0 0 0 12 0 29 0 0 66 4 0 29 86 0 226 0 5:00 PM 0 0 0 0 0 9 0 23 0 0 101 3 0 22 89 0 247 882 0 0 0 0 0 34 0 98 0 0 323 11 0 100 316 0 882 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 -----0%-0%--0%0%-0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 1 0 0 0 0 0 1 0 0 5:00 PM 0 0 1 0 0 1 0 0 1 0 0 0 Peak Hour 0 0 1 1 0 1 0 0 2 2 0 021 4 1 1 0 1 1 1 0 0 1 0 0 1 Bicycles Pedestrians (Crossing Leg) Total Total Total Interval Start Heavy Vehicle Totals Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count. Rolling Hour TotalEastboundWestboundNorthboundSouthbound Peak Hour Interval Start n/a Boardwalk Dr Mason St Mason St 15-min Total 4:15 PM to 5:15 PM 5/28/2025 4:00 PM to 6:00 PMN Mason St Boardwalk Dr Boardwalk Dr Ma s o n S t Ma s o n S t 882TEV: 0.8927PHF: 31 6 10 0 41 6 42 1 0 98 34 132 111 0 11 32 3 33 4 35 0 0 0 0 00 0 1 0 0 2 2 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 12 0 21 0 0 75 13 0 19 86 0 226 0 4:15 PM 0 0 0 0 0 7 0 19 0 0 65 0 0 24 65 0 180 0 4:30 PM 0 0 0 0 0 6 0 27 0 0 91 4 0 25 76 0 229 0 4:45 PM 0 0 0 0 0 12 0 29 0 0 66 4 0 29 86 0 226 861 5:00 PM 0 0 0 0 0 9 0 23 0 0 101 3 0 22 89 0 247 882 5:15 PM 0 0 0 0 0 8 0 20 0 0 71 9 0 18 54 0 180 882 5:30 PM 0 0 0 0 0 8 0 21 0 0 94 9 0 19 57 0 208 861 5:45 PM 0 0 0 0 0 5 0 21 0 0 73 5 0 8 58 0 170 805 Count Total 0 0 0 0 0 67 0 181 0 0 636 47 0 164 571 0 1,666 0 0 0 0 0 34 0 98 0 0 323 11 0 100 316 0 882 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 -----0%-0%--0%0%-0%0%-0% EB WB NB SB EB WB NB SB E W N S 4:00 PM 0 0 1 2 0 0 1 2 0 1 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 4:45 PM 0 0 0 1 0 0 0 0 0 1 0 0 5:00 PM 0 0 1 0 0 1 0 0 1 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 1 0 1 0 0 0 0 0 1 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 2 0 0 Count Total 0 1 2 4 0 1 1 2 2 6 0 1 Peak Hour 0 0 1 1 0 1 0 0 2 2 0 0 7 4 9 2 1 4 2 0 1 0 0 2 1 1 1 0 0 0 0 0 1 1 0 1 3 3 2 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a Boardwalk Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles 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 0 1 0 0 1 1 0 3 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 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 1 0 1 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 2 4 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Count Total 0 0 0 0 0 0 0 1 0 0 2 0 0 1 3 0 7 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 Count Summaries - Bikes 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 0 1 0 0 1 1 0 3 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 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 1 0 0 0 0 0 0 0 0 0 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Count Total 0 0 0 0 0 1 0 0 0 0 1 0 0 1 1 0 4 Pk Hr Bike 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start n/a Boardwalk Dr Mason St Mason St Interval Start n/a Boardwalk Dr Mason St Mason St 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Level of Service Definitions LEVEL OF SERVICE DEFINITIONS In rating roadway and intersection operating conditions with existing or future traffic volumes, “Levels of Service” (LOS) A through F are used, with LOS A indicating very good operation and LOS F indicating poor operation. Levels of service at signalized and unsignalized intersections are closely associated with vehicle delays experienced in seconds per vehicle. More complete level of service definitions and delay data for signal and stop sign controlled intersections are contained in the following table for reference. Level of Service Rating Delay in seconds per vehicle (a) Definition Signalized Unsignalized A 0.0 to 10.0 0.0 to 10.0 Low vehicular traffic volumes; primarily free flow operations. Density is low and vehicles can freely maneuver within the traffic stream. Drivers are able to maintain their desired speeds with little or no delay. B 10.1 to 20.0 10.1 to 15.0 Stable vehicular traffic volume flow with potential for some restriction of operating speeds due to traffic conditions. Vehicle maneuvering is only slightly restricted. The stopped delays are not bothersome and drivers are not subject to appreciable tension. C 20.1 to 35.0 15.1 to 25.0 Stable traffic operations, however the ability for vehicles to maneuver is more restricted by the increase in traffic volumes. Relatively satisfactory operating speeds prevail, but adverse signal coordination or longer vehicle queues cause delays along the corridor. D 35.1 to 55.0 25.1 to 35.0 Approaching unstable vehicular traffic flow where small increases in volume could cause substantial delays. Most drivers are restricted in ability to maneuver and selection of travel speeds due to congestion. Driver comfort and convenience are low, but tolerable. E 55.1 to 80.0 35.1 to 50.0 Traffic operations characterized by significant approach delays and average travel speeds of one-half to one-third the free flow speed. Vehicular flow is unstable and there is potential for stoppages of brief duration. High signal density, extensive vehicle queuing, or corridor signal progression/timing are the typical causes of vehicle delays at signalized corridors. F > 80.0 > 50.0 Forced vehicular traffic flow and operations with high approach delays at critical intersections. Vehicle speeds are reduced substantially, and stoppages may occur for short or long periods of time because of downstream congestion. (a) Delay ranges based on Highway Capacity Manual (6th Edition, 2016) criteria. Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Intersection Capacity Worksheets: Existing Timings 1: Mason & Horsetooth 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)46 768 265 72 494 138 22 11 13 Future Volume (vph)46 768 265 72 494 138 22 11 13 Lane Group Flow (vph)51 844 291 79 595 145 95 13 39 Turn Type pm+pt NA pm+ov pm+pt NA pm+pt NA Perm NA Protected Phases 7 4 1 3 8 1 6 2 Permitted Phases 4 4 8 6 2 Detector Phase 7 4 1 3 8 1 6 2 2 Switch Phase Minimum Initial (s)4.0 10.0 4.0 4.0 10.0 4.0 7.0 7.0 7.0 Minimum Split (s)11.0 24.5 11.0 11.0 22.5 11.0 30.0 35.0 35.0 Total Split (s)11.0 69.0 15.0 11.0 69.0 15.0 30.0 15.0 15.0 Total Split (%)10.0%62.7%13.6%10.0%62.7%13.6%27.3%13.6%13.6% Yellow Time (s)3.0 4.0 3.0 3.0 4.0 3.0 3.5 3.5 3.5 All-Red Time (s)1.0 1.5 1.0 1.0 1.5 1.0 2.5 2.5 2.5 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)3.0 4.5 3.0 3.0 4.5 3.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None C-Max None None C-Max None None None None v/c Ratio 0.08 0.35 0.22 0.16 0.26 0.30 0.30 0.14 0.27 Control Delay (s/veh)4.6 9.4 0.9 4.9 8.3 38.8 15.1 50.3 30.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh)4.6 9.4 0.9 4.9 8.3 38.8 15.1 50.3 30.3 Queue Length 50th (ft)8 143 0 13 89 43 13 9 10 Queue Length 95th (ft)21 202 20 30 134 68 56 28 41 Internal Link Dist (ft)271 445 376 426 Turn Bay Length (ft)175 225 180 165 90 Base Capacity (vph)649 2433 1342 499 2283 518 427 110 166 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.35 0.22 0.16 0.26 0.28 0.22 0.12 0.23 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: Mason & Horsetooth HCM 7th Signalized Intersection Summary 1: Mason & Horsetooth 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)46 768 265 72 494 47 138 22 68 11 13 21 Future Volume (veh/h)46 768 265 72 494 47 138 22 68 11 13 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.04 1.00 1.00 0.96 1.04 1.00 0.96 1.00 1.00 0.96 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.98 0.97 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1961 1856 1856 1781 1961 1885 1810 1900 1900 1824 Adj Flow Rate, veh/h 51 844 291 79 543 52 145 23 72 13 15 24 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, %1 1 1 3 3 3 1 1 1 0 0 0 Cap, veh/h 644 2424 1225 424 2214 211 508 66 208 164 49 78 Arrive On Green 0.04 0.68 0.68 0.04 0.68 0.68 0.06 0.17 0.17 0.08 0.08 0.08 Sat Flow, veh/h 1795 3582 1654 1767 3250 310 3622 397 1241 1281 636 1018 Grp Volume(v), veh/h 51 844 291 79 294 301 145 0 95 13 0 39 Grp Sat Flow(s),veh/h/ln 1795 1791 1654 1767 1763 1798 1811 0 1638 1281 0 1654 Q Serve(g_s), s 0.9 11.0 6.1 1.4 7.0 7.1 3.9 0.0 5.6 1.0 0.0 2.5 Cycle Q Clear(g_c), s 0.9 11.0 6.1 1.4 7.0 7.1 3.9 0.0 5.6 1.0 0.0 2.5 Prop In Lane 1.00 1.00 1.00 0.17 1.00 0.76 1.00 0.62 Lane Grp Cap(c), veh/h 644 2424 1225 424 1201 1225 508 0 274 164 0 127 V/C Ratio(X)0.08 0.35 0.24 0.19 0.24 0.25 0.29 0.00 0.35 0.08 0.00 0.31 Avail Cap(c_a), veh/h 707 2424 1225 478 1201 1225 673 0 372 182 0 150 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 4.8 7.5 4.5 5.2 6.7 6.7 40.7 0.0 40.5 47.4 0.0 48.0 Incr Delay (d2), s/veh 0.1 0.4 0.5 0.2 0.5 0.5 0.3 0.0 0.8 0.2 0.0 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 3.9 1.9 0.5 2.5 2.6 1.7 0.0 2.3 0.3 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 4.9 7.9 5.0 5.4 7.2 7.2 41.0 0.0 41.2 47.6 0.0 49.4 LnGrp LOS A A A A A A D D D D Approach Vol, veh/h 1186 674 240 52 Approach Delay, s/veh 7.1 7.0 41.1 48.9 Approach LOS A A D D Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 10.0 13.4 7.6 78.9 23.4 7.2 79.4 Change Period (Y+Rc), s 4.0 6.0 4.0 5.5 6.0 4.0 5.5 Max Green Setting (Gmax), s 11.0 9.0 7.0 63.5 24.0 7.0 63.5 Max Q Clear Time (g_c+I1), s 5.9 4.5 3.4 13.0 7.6 2.9 9.1 Green Ext Time (p_c), s 0.2 0.0 0.0 5.1 0.2 0.0 2.0 Intersection Summary HCM 7th Control Delay, s/veh 11.8 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 2: Mason St & Cregor Dr 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 1 9 20 0 11 3 156 11 15 263 2 Future Vol, veh/h 2 1 9 20 0 11 3 156 11 15 263 2 Conflicting Peds, #/hr 0 0 0 0 0 0 18 0 2 2 0 18 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 43 43 43 65 65 65 85 85 85 93 93 93 Heavy Vehicles, %8 8 8 3 3 3 2 2 2 1 1 1 Mvmt Flow 5 2 21 31 0 17 4 184 13 16 283 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 525 540 302 515 534 192 303 0 0 198 0 0 Stage 1 334 334 -199 199 ------- Stage 2 191 206 -316 335 ------- Critical Hdwy 7.18 6.58 6.28 7.13 6.53 6.23 4.12 --4.11 -- Critical Hdwy Stg 1 6.18 5.58 -6.13 5.53 ------- Critical Hdwy Stg 2 6.18 5.58 -6.13 5.53 ------- Follow-up Hdwy 3.572 4.072 3.372 3.527 4.027 3.327 2.218 --2.209 -- Pot Cap-1 Maneuver 454 440 724 468 451 847 1258 --1380 -- Stage 1 667 632 -800 734 ------- Stage 2 797 721 -693 641 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 431 426 713 444 436 846 1239 --1378 -- Mov Cap-2 Maneuver 431 426 -444 436 ------- Stage 1 648 614 -797 731 ------- Stage 2 779 717 -661 622 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.17 12.4 0.14 0.41 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)31 --612 534 96 -- HCM Lane V/C Ratio 0.003 --0.046 0.089 0.012 -- HCM Ctrl Dly (s/v)7.9 0 -11.2 12.4 7.6 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0 --0.1 0.3 0 -- HCM 7th TWSC 3: Mason St & North Access 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 177 0 12 277 Future Vol, veh/h 0 0 177 0 12 277 Conflicting Peds, #/hr 0 8 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 85 85 87 87 94 94 Heavy Vehicles, %0 0 2 2 1 1 Mvmt Flow 0 0 203 0 13 295 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 524 211 0 0 203 0 Stage 1 203 ----- Stage 2 320 ----- Critical Hdwy 6.4 6.2 --4.11 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.209 - Pot Cap-1 Maneuver 517 834 --1374 - Stage 1 835 ----- Stage 2 740 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 512 828 --1374 - Mov Cap-2 Maneuver 512 ----- Stage 1 835 ----- Stage 2 732 ----- Approach WB NB SB HCM Ctrl Dly, s/v 0 0 0.32 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---75 - HCM Lane V/C Ratio ---0.009 - HCM Ctrl Dly (s/v)--0 7.6 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)---0 - HCM 7th TWSC 4: Mason St & South Access 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 177 2 4 286 Future Vol, veh/h 0 1 177 2 4 286 Conflicting Peds, #/hr 0 0 0 3 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 25 25 88 88 94 94 Heavy Vehicles, %0 0 2 2 1 1 Mvmt Flow 0 4 201 2 4 304 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 518 205 0 0 206 0 Stage 1 205 ----- Stage 2 313 ----- Critical Hdwy 6.4 6.2 --4.11 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.209 - Pot Cap-1 Maneuver 521 840 --1371 - Stage 1 834 ----- Stage 2 746 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 518 838 --1367 - Mov Cap-2 Maneuver 518 ----- Stage 1 832 ----- Stage 2 743 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.32 0 0.11 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--838 25 - HCM Lane V/C Ratio --0.005 0.003 - HCM Ctrl Dly (s/v)--9.3 7.6 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 5: Mason St & Colboard Dr 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 6 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 4 1 0 2 219 9 4 232 4 Future Vol, veh/h 1 0 0 4 1 0 2 219 9 4 232 4 Conflicting Peds, #/hr 0 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 RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 25 25 25 63 63 63 94 94 94 95 95 95 Heavy Vehicles, %0 0 0 0 0 0 2 2 2 1 1 1 Mvmt Flow 4 0 0 6 2 0 2 233 10 4 244 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 493 502 246 495 499 238 248 0 0 243 0 0 Stage 1 255 255 -242 242 ------- Stage 2 238 247 -253 257 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 --4.11 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 --2.209 -- Pot Cap-1 Maneuver 490 475 797 488 476 806 1317 --1330 -- Stage 1 754 700 -766 709 ------- Stage 2 770 706 -756 699 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 486 472 797 486 474 806 1317 --1330 -- Mov Cap-2 Maneuver 486 472 -486 474 ------- Stage 1 751 698 -765 708 ------- Stage 2 767 704 -753 696 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 12.48 12.57 0.07 0.13 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)16 --486 483 30 -- HCM Lane V/C Ratio 0.002 --0.008 0.016 0.003 -- HCM Ctrl Dly (s/v)7.7 0 -12.5 12.6 7.7 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0 --0 0.1 0 -- HCM 7th TWSC 6: Mason St & Boardwalk Dr 06/25/2025 2025 Existing -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 7 Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 50 178 11 49 184 Future Vol, veh/h 9 50 178 11 49 184 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 110 0 --100 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 70 70 89 89 91 91 Heavy Vehicles, %3 3 1 1 1 1 Mvmt Flow 13 71 200 12 54 202 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 516 206 0 0 212 0 Stage 1 206 ----- Stage 2 310 ----- Critical Hdwy 6.43 6.23 --4.11 - Critical Hdwy Stg 1 5.43 ----- Critical Hdwy Stg 2 5.43 ----- Follow-up Hdwy 3.527 3.327 --2.209 - Pot Cap-1 Maneuver 517 832 --1364 - Stage 1 826 ----- Stage 2 742 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 497 832 --1364 - Mov Cap-2 Maneuver 497 ----- Stage 1 826 ----- Stage 2 712 ----- Approach WB NB SB HCM Ctrl Dly, s/v 10.15 0 1.63 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--497 832 1364 - HCM Lane V/C Ratio --0.026 0.086 0.039 - HCM Ctrl Dly (s/v)--12.4 9.7 7.7 - HCM Lane LOS --B A A - HCM 95th %tile Q(veh)--0.1 0.3 0.1 - Timings 1: Mason & Horsetooth 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)47 697 326 75 812 410 36 48 33 Future Volume (vph)47 697 326 75 812 410 36 48 33 Lane Group Flow (vph)53 783 366 83 951 432 209 57 110 Turn Type pm+pt NA pm+ov pm+pt NA pm+pt NA Perm NA Protected Phases 7 4 1 3 8 1 6 2 Permitted Phases 4 4 8 6 2 Detector Phase 7 4 1 3 8 1 6 2 2 Switch Phase Minimum Initial (s)4.0 10.0 4.0 4.0 10.0 4.0 7.0 7.0 7.0 Minimum Split (s)11.0 24.5 11.0 11.0 22.5 11.0 30.0 35.0 35.0 Total Split (s)11.0 49.0 45.0 11.0 49.0 45.0 60.0 15.0 15.0 Total Split (%)9.2%40.8%37.5%9.2%40.8%37.5%50.0%12.5%12.5% Yellow Time (s)3.0 4.0 3.0 3.0 4.0 3.0 3.5 3.5 3.5 All-Red Time (s)1.0 1.5 1.0 1.0 1.5 1.0 2.5 2.5 2.5 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)3.0 4.5 3.0 3.0 4.5 3.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None C-Max None None C-Max None None None None v/c Ratio 0.15 0.40 0.30 0.19 0.50 0.52 0.35 0.48 0.49 Control Delay (s/veh)10.6 18.2 1.3 10.5 19.2 34.2 8.6 62.5 31.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh)10.6 18.2 1.3 10.5 19.2 34.2 8.6 62.5 31.6 Queue Length 50th (ft)14 183 0 22 234 135 21 42 36 Queue Length 95th (ft)36 277 29 52 353 160 72 77 80 Internal Link Dist (ft)271 445 376 426 Turn Bay Length (ft)175 225 180 165 90 Base Capacity (vph)361 1964 1460 436 1921 1277 847 123 229 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.40 0.25 0.19 0.50 0.34 0.25 0.46 0.48 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 32 (27%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: Mason & Horsetooth HCM 7th Signalized Intersection Summary 1: Mason & Horsetooth 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)47 697 326 75 812 44 410 36 162 48 33 60 Future Volume (veh/h)47 697 326 75 812 44 410 36 162 48 33 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.04 1.00 1.00 0.96 1.04 1.00 0.96 1.00 1.00 0.96 Ped-Bike Adj(A_pbT)1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1961 1900 1900 1824 1976 1900 1824 1900 1900 1824 Adj Flow Rate, veh/h 53 783 366 83 902 49 432 38 171 57 39 71 Peak Hour Factor 0.89 0.89 0.89 0.90 0.90 0.90 0.95 0.95 0.95 0.84 0.84 0.84 Percent Heavy Veh, %1 1 1 0 0 0 0 0 0 0 0 0 Cap, veh/h 406 2170 1231 379 2123 115 686 74 334 159 50 90 Arrive On Green 0.04 0.61 0.61 0.04 0.61 0.61 0.14 0.25 0.25 0.08 0.08 0.08 Sat Flow, veh/h 1795 3582 1644 1810 3480 189 3651 298 1339 1188 596 1085 Grp Volume(v), veh/h 53 783 366 83 468 483 432 0 209 57 0 110 Grp Sat Flow(s),veh/h/ln 1795 1791 1644 1810 1805 1864 1825 0 1636 1188 0 1681 Q Serve(g_s), s 1.3 13.2 8.7 2.0 16.4 16.4 12.2 0.0 13.2 5.5 0.0 7.7 Cycle Q Clear(g_c), s 1.3 13.2 8.7 2.0 16.4 16.4 12.2 0.0 13.2 5.5 0.0 7.7 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.82 1.00 0.65 Lane Grp Cap(c), veh/h 406 2170 1231 379 1101 1137 686 0 409 159 0 140 V/C Ratio(X)0.13 0.36 0.30 0.22 0.42 0.42 0.63 0.00 0.51 0.36 0.00 0.79 Avail Cap(c_a), veh/h 461 2170 1231 427 1101 1137 1448 0 750 159 0 140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.1 11.9 4.9 8.7 12.3 12.3 39.6 0.0 38.7 53.0 0.0 53.9 Incr Delay (d2), s/veh 0.1 0.5 0.6 0.3 1.2 1.2 1.0 0.0 1.0 1.4 0.0 24.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 5.2 2.7 0.8 6.6 6.8 5.6 0.0 5.4 1.7 0.0 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 9.2 12.4 5.5 9.0 13.5 13.5 40.6 0.0 39.7 54.3 0.0 78.7 LnGrp LOS A B A A B B D D D E Approach Vol, veh/h 1202 1034 641 167 Approach Delay, s/veh 10.2 13.1 40.3 70.4 Approach LOS B B D E Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 20.0 15.0 7.8 77.2 35.0 7.3 77.7 Change Period (Y+Rc), s 4.0 6.0 4.0 5.5 6.0 4.0 5.5 Max Green Setting (Gmax), s 41.0 9.0 7.0 43.5 54.0 7.0 43.5 Max Q Clear Time (g_c+I1), s 14.2 9.7 4.0 15.2 15.2 3.3 18.4 Green Ext Time (p_c), s 1.7 0.0 0.0 5.0 0.8 0.0 3.4 Intersection Summary HCM 7th Control Delay, s/veh 20.8 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 2: Mason St & Cregor Dr 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 1 4 20 1 36 11 416 20 9 387 7 Future Vol, veh/h 4 1 4 20 1 36 11 416 20 9 387 7 Conflicting Peds, #/hr 0 0 2 2 0 0 3 0 11 11 0 3 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 45 45 45 68 68 68 82 82 82 92 92 92 Heavy Vehicles, %0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 9 2 9 29 1 53 13 507 24 10 421 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 982 1017 429 1001 1008 531 431 0 0 543 0 0 Stage 1 447 447 -557 557 ------- Stage 2 535 570 -443 451 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 --4.1 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 --2.2 -- Pot Cap-1 Maneuver 230 240 630 224 242 552 1139 --1036 -- Stage 1 595 577 -518 515 ------- Stage 2 533 509 -597 575 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 200 230 627 210 233 547 1136 --1027 -- Mov Cap-2 Maneuver 200 230 -210 233 ------- Stage 1 586 568 -505 502 ------- Stage 2 472 496 -578 566 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 18.18 18.78 0.2 0.19 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)44 --293 345 40 -- HCM Lane V/C Ratio 0.012 --0.068 0.243 0.01 -- HCM Ctrl Dly (s/v)8.2 0 -18.2 18.8 8.5 0 - HCM Lane LOS A A -C C A A - HCM 95th %tile Q(veh)0 --0.2 0.9 0 -- HCM 7th TWSC 3: Mason St & North Access 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 2 437 0 1 409 Future Vol, veh/h 0 2 437 0 1 409 Conflicting Peds, #/hr 0 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 50 50 86 86 92 92 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 0 4 508 0 1 445 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 955 509 0 0 508 0 Stage 1 508 ----- Stage 2 447 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 289 568 --1067 - Stage 1 608 ----- Stage 2 649 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 289 568 --1067 - Mov Cap-2 Maneuver 289 ----- Stage 1 608 ----- Stage 2 648 ----- Approach WB NB SB HCM Ctrl Dly, s/v 11.39 0 0.02 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--568 4 - HCM Lane V/C Ratio --0.007 0.001 - HCM Ctrl Dly (s/v)--11.4 8.4 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 4: Mason St & South Access 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 433 1 1 409 Future Vol, veh/h 0 4 433 1 1 409 Conflicting Peds, #/hr 0 0 0 12 12 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 50 50 85 85 88 88 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 0 8 509 1 1 465 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 989 522 0 0 523 0 Stage 1 522 ----- Stage 2 467 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 276 559 --1054 - Stage 1 599 ----- Stage 2 635 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 273 553 --1044 - Mov Cap-2 Maneuver 273 ----- Stage 1 593 ----- Stage 2 634 ----- Approach WB NB SB HCM Ctrl Dly, s/v 11.6 0 0.02 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--553 4 - HCM Lane V/C Ratio --0.014 0.001 - HCM Ctrl Dly (s/v)--11.6 8.5 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 5: Mason St & Colboard Dr 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 6 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 10 0 7 0 419 13 2 407 0 Future Vol, veh/h 1 0 0 10 0 7 0 419 13 2 407 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 11 11 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 25 25 25 71 71 71 85 85 85 94 94 94 Heavy Vehicles, %0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 4 0 0 14 0 10 0 493 15 2 433 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 930 956 433 949 949 512 433 0 0 519 0 0 Stage 1 437 437 -512 512 ------- Stage 2 493 519 -437 437 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 --4.1 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 --2.2 -- Pot Cap-1 Maneuver 250 260 627 242 263 566 1137 --1057 -- Stage 1 602 583 -549 540 ------- Stage 2 562 536 -602 583 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 245 257 627 240 259 561 1137 --1047 -- Mov Cap-2 Maneuver 245 257 -240 259 ------- Stage 1 600 581 -544 535 ------- Stage 2 552 531 -600 581 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 19.97 17.43 0 0.04 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1137 --245 314 9 -- HCM Lane V/C Ratio ---0.016 0.076 0.002 -- HCM Ctrl Dly (s/v)0 --20 17.4 8.4 0 - HCM Lane LOS A --C C A A - HCM 95th %tile Q(veh)0 --0 0.2 0 -- HCM 7th TWSC 6: Mason St & Boardwalk Dr 06/25/2025 2025 Existing -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 7 Intersection Int Delay, s/veh 3.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 34 98 323 11 100 316 Future Vol, veh/h 34 98 323 11 100 316 Conflicting Peds, #/hr 0 0 0 2 2 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 110 0 --100 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 80 80 80 80 90 90 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 43 123 404 14 111 351 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 986 413 0 0 420 0 Stage 1 413 ----- Stage 2 573 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 277 644 --1150 - Stage 1 672 ----- Stage 2 568 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 250 643 --1149 - Mov Cap-2 Maneuver 250 ----- Stage 1 671 ----- Stage 2 513 ----- Approach WB NB SB HCM Ctrl Dly, s/v 14.6 0 2.04 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--250 643 1149 - HCM Lane V/C Ratio --0.17 0.191 0.097 - HCM Ctrl Dly (s/v)--22.3 11.9 8.5 - HCM Lane LOS --C B A - HCM 95th %tile Q(veh)--0.6 0.7 0.3 - Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Intersection Capacity Worksheets: Year 2026 Background Timings 1: Mason & Horsetooth 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)46 780 270 75 500 140 22 11 13 Future Volume (vph)46 780 270 75 500 140 22 11 13 Lane Group Flow (vph)51 857 297 82 601 147 97 13 39 Turn Type pm+pt NA pm+ov pm+pt NA pm+pt NA Perm NA Protected Phases 7 4 1 3 8 1 6 2 Permitted Phases 4 4 8 6 2 Detector Phase 7 4 1 3 8 1 6 2 2 Switch Phase Minimum Initial (s)4.0 10.0 4.0 4.0 10.0 4.0 7.0 7.0 7.0 Minimum Split (s)11.0 24.5 11.0 11.0 22.5 11.0 30.0 35.0 35.0 Total Split (s)11.0 69.0 15.0 11.0 69.0 15.0 30.0 15.0 15.0 Total Split (%)10.0%62.7%13.6%10.0%62.7%13.6%27.3%13.6%13.6% Yellow Time (s)3.0 4.0 3.0 3.0 4.0 3.0 3.5 3.5 3.5 All-Red Time (s)1.0 1.5 1.0 1.0 1.5 1.0 2.5 2.5 2.5 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)3.0 4.5 3.0 3.0 4.5 3.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None C-Max None None C-Max None None None None v/c Ratio 0.08 0.35 0.22 0.17 0.26 0.30 0.31 0.14 0.27 Control Delay (s/veh)4.6 9.5 0.9 5.0 8.4 38.9 15.0 50.3 30.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh)4.6 9.5 0.9 5.0 8.4 38.9 15.0 50.3 30.3 Queue Length 50th (ft)8 146 0 14 91 44 13 9 10 Queue Length 95th (ft)21 205 20 31 135 69 57 28 41 Internal Link Dist (ft)271 445 376 426 Turn Bay Length (ft)175 225 180 165 90 Base Capacity (vph)646 2430 1342 492 2283 519 429 110 166 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.35 0.22 0.17 0.26 0.28 0.23 0.12 0.23 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: Mason & Horsetooth HCM 7th Signalized Intersection Summary 1: Mason & Horsetooth 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)46 780 270 75 500 47 140 22 70 11 13 21 Future Volume (veh/h)46 780 270 75 500 47 140 22 70 11 13 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.04 1.00 1.00 0.96 1.04 1.00 0.96 1.00 1.00 0.96 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.98 0.97 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1961 1856 1856 1781 1961 1885 1810 1900 1900 1824 Adj Flow Rate, veh/h 51 857 297 82 549 52 147 23 74 13 15 24 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, %1 1 1 3 3 3 1 1 1 0 0 0 Cap, veh/h 640 2421 1224 418 2215 209 510 65 210 163 49 78 Arrive On Green 0.04 0.68 0.68 0.04 0.68 0.68 0.06 0.17 0.17 0.08 0.08 0.08 Sat Flow, veh/h 1795 3582 1654 1767 3254 307 3622 388 1248 1278 636 1018 Grp Volume(v), veh/h 51 857 297 82 297 304 147 0 97 13 0 39 Grp Sat Flow(s),veh/h/ln 1795 1791 1654 1767 1763 1799 1811 0 1636 1278 0 1655 Q Serve(g_s), s 0.9 11.2 6.3 1.5 7.1 7.2 3.9 0.0 5.8 1.0 0.0 2.5 Cycle Q Clear(g_c), s 0.9 11.2 6.3 1.5 7.1 7.2 3.9 0.0 5.8 1.0 0.0 2.5 Prop In Lane 1.00 1.00 1.00 0.17 1.00 0.76 1.00 0.62 Lane Grp Cap(c), veh/h 640 2421 1224 418 1200 1224 510 0 275 163 0 127 V/C Ratio(X)0.08 0.35 0.24 0.20 0.25 0.25 0.29 0.00 0.35 0.08 0.00 0.31 Avail Cap(c_a), veh/h 703 2421 1224 471 1200 1224 673 0 372 182 0 150 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 4.9 7.6 4.5 5.3 6.7 6.8 40.7 0.0 40.5 47.4 0.0 48.0 Incr Delay (d2), s/veh 0.1 0.4 0.5 0.2 0.5 0.5 0.3 0.0 0.8 0.2 0.0 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 4.0 1.9 0.5 2.5 2.6 1.8 0.0 2.4 0.3 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 4.9 8.0 5.0 5.5 7.2 7.2 41.0 0.0 41.2 47.6 0.0 49.4 LnGrp LOS A A A A A A D D D D Approach Vol, veh/h 1205 683 244 52 Approach Delay, s/veh 7.1 7.0 41.1 48.9 Approach LOS A A D D Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 10.0 13.4 7.7 78.9 23.5 7.2 79.4 Change Period (Y+Rc), s 4.0 6.0 4.0 5.5 6.0 4.0 5.5 Max Green Setting (Gmax), s 11.0 9.0 7.0 63.5 24.0 7.0 63.5 Max Q Clear Time (g_c+I1), s 5.9 4.5 3.5 13.2 7.8 2.9 9.2 Green Ext Time (p_c), s 0.2 0.0 0.0 5.3 0.2 0.0 2.0 Intersection Summary HCM 7th Control Delay, s/veh 11.9 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 2: Mason St & Cregor Dr 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 1 9 20 0 11 3 160 11 15 270 2 Future Vol, veh/h 2 1 9 20 0 11 3 160 11 15 270 2 Conflicting Peds, #/hr 0 0 0 0 0 0 18 0 2 2 0 18 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 43 43 43 65 65 65 85 85 85 93 93 93 Heavy Vehicles, %8 8 8 3 3 3 2 2 2 1 1 1 Mvmt Flow 5 2 21 31 0 17 4 188 13 16 290 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 537 552 309 528 546 197 310 0 0 203 0 0 Stage 1 342 342 -204 204 ------- Stage 2 195 210 -324 343 ------- Critical Hdwy 7.18 6.58 6.28 7.13 6.53 6.23 4.12 --4.11 -- Critical Hdwy Stg 1 6.18 5.58 -6.13 5.53 ------- Critical Hdwy Stg 2 6.18 5.58 -6.13 5.53 ------- Follow-up Hdwy 3.572 4.072 3.372 3.527 4.027 3.327 2.218 --2.209 -- Pot Cap-1 Maneuver 446 433 717 460 443 842 1250 --1375 -- Stage 1 661 628 -796 731 ------- Stage 2 793 717 -686 636 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 423 419 706 435 429 841 1231 --1372 -- Mov Cap-2 Maneuver 423 419 -435 429 ------- Stage 1 642 610 -792 727 ------- Stage 2 774 714 -654 617 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.25 12.54 0.14 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)31 --604 525 94 -- HCM Lane V/C Ratio 0.003 --0.046 0.091 0.012 -- HCM Ctrl Dly (s/v)7.9 0 -11.2 12.5 7.7 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0 --0.1 0.3 0 -- HCM 7th TWSC 3: Mason St & North Access 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 180 0 12 280 Future Vol, veh/h 0 0 180 0 12 280 Conflicting Peds, #/hr 0 8 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 85 85 87 87 94 94 Heavy Vehicles, %0 0 2 2 1 1 Mvmt Flow 0 0 207 0 13 298 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 530 215 0 0 207 0 Stage 1 207 ----- Stage 2 323 ----- Critical Hdwy 6.4 6.2 --4.11 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.209 - Pot Cap-1 Maneuver 513 830 --1370 - Stage 1 833 ----- Stage 2 738 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 507 825 --1370 - Mov Cap-2 Maneuver 507 ----- Stage 1 833 ----- Stage 2 730 ----- Approach WB NB SB HCM Ctrl Dly, s/v 0 0 0.31 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---74 - HCM Lane V/C Ratio ---0.009 - HCM Ctrl Dly (s/v)--0 7.7 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)---0 - HCM 7th TWSC 4: Mason St & South Access 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 180 2 4 290 Future Vol, veh/h 0 1 180 2 4 290 Conflicting Peds, #/hr 0 0 0 3 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 25 25 88 88 94 94 Heavy Vehicles, %0 0 2 2 1 1 Mvmt Flow 0 4 205 2 4 309 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 526 209 0 0 210 0 Stage 1 209 ----- Stage 2 317 ----- Critical Hdwy 6.4 6.2 --4.11 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.209 - Pot Cap-1 Maneuver 516 837 --1367 - Stage 1 831 ----- Stage 2 743 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 513 835 --1363 - Mov Cap-2 Maneuver 513 ----- Stage 1 829 ----- Stage 2 740 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.33 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--835 24 - HCM Lane V/C Ratio --0.005 0.003 - HCM Ctrl Dly (s/v)--9.3 7.6 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 5: Mason St & Colboard Dr 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 6 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 4 1 0 2 225 9 4 235 4 Future Vol, veh/h 1 0 0 4 1 0 2 225 9 4 235 4 Conflicting Peds, #/hr 0 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 RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 25 25 25 63 63 63 94 94 94 95 95 95 Heavy Vehicles, %0 0 0 0 0 0 2 2 2 1 1 1 Mvmt Flow 4 0 0 6 2 0 2 239 10 4 247 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 502 511 249 504 508 244 252 0 0 249 0 0 Stage 1 258 258 -248 248 ------- Stage 2 244 253 -256 260 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 --4.11 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 --2.209 -- Pot Cap-1 Maneuver 483 469 794 481 470 800 1314 --1323 -- Stage 1 751 698 -760 705 ------- Stage 2 764 701 -753 697 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 478 466 794 479 468 800 1314 --1323 -- Mov Cap-2 Maneuver 478 466 -479 468 ------- Stage 1 748 695 -759 703 ------- Stage 2 761 700 -750 694 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 12.59 12.68 0.07 0.13 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)15 --478 476 30 -- HCM Lane V/C Ratio 0.002 --0.008 0.017 0.003 -- HCM Ctrl Dly (s/v)7.7 0 -12.6 12.7 7.7 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0 --0 0.1 0 -- HCM 7th TWSC 6: Mason St & Boardwalk Dr 06/25/2025 2026 Background -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 7 Intersection Int Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 55 180 11 50 190 Future Vol, veh/h 9 55 180 11 50 190 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 110 0 --100 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 70 70 89 89 91 91 Heavy Vehicles, %3 3 1 1 1 1 Mvmt Flow 13 79 202 12 55 209 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 527 208 0 0 215 0 Stage 1 208 ----- Stage 2 319 ----- Critical Hdwy 6.43 6.23 --4.11 - Critical Hdwy Stg 1 5.43 ----- Critical Hdwy Stg 2 5.43 ----- Follow-up Hdwy 3.527 3.327 --2.209 - Pot Cap-1 Maneuver 510 829 --1361 - Stage 1 824 ----- Stage 2 735 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 489 829 --1361 - Mov Cap-2 Maneuver 489 ----- Stage 1 824 ----- Stage 2 705 ----- Approach WB NB SB HCM Ctrl Dly, s/v 10.18 0 1.62 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--489 829 1361 - HCM Lane V/C Ratio --0.026 0.095 0.04 - HCM Ctrl Dly (s/v)--12.6 9.8 7.8 - HCM Lane LOS --B A A - HCM 95th %tile Q(veh)--0.1 0.3 0.1 - Timings 1: Mason & Horsetooth 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)47 705 330 80 820 415 36 48 33 Future Volume (vph)47 705 330 80 820 415 36 48 33 Lane Group Flow (vph)53 792 371 89 960 437 212 57 116 Turn Type pm+pt NA pm+ov pm+pt NA pm+pt NA Perm NA Protected Phases 7 4 1 3 8 1 6 2 Permitted Phases 4 4 8 6 2 Detector Phase 7 4 1 3 8 1 6 2 2 Switch Phase Minimum Initial (s)4.0 10.0 4.0 4.0 10.0 4.0 7.0 7.0 7.0 Minimum Split (s)11.0 24.5 11.0 11.0 22.5 11.0 30.0 35.0 35.0 Total Split (s)11.0 49.0 45.0 11.0 49.0 45.0 60.0 15.0 15.0 Total Split (%)9.2%40.8%37.5%9.2%40.8%37.5%50.0%12.5%12.5% Yellow Time (s)3.0 4.0 3.0 3.0 4.0 3.0 3.5 3.5 3.5 All-Red Time (s)1.0 1.5 1.0 1.0 1.5 1.0 2.5 2.5 2.5 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)3.0 4.5 3.0 3.0 4.5 3.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None C-Max None None C-Max None None None None v/c Ratio 0.15 0.42 0.31 0.21 0.50 0.53 0.35 0.48 0.51 Control Delay (s/veh)10.8 19.3 1.4 10.8 19.5 34.1 8.4 62.4 31.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh)10.8 19.3 1.4 10.8 19.5 34.1 8.4 62.4 31.1 Queue Length 50th (ft)14 187 0 24 238 136 21 42 37 Queue Length 95th (ft)36 284 29 55 360 162 72 77 83 Internal Link Dist (ft)271 445 376 426 Turn Bay Length (ft)175 225 180 165 90 Base Capacity (vph)360 1893 1457 423 1915 1277 849 123 234 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.42 0.25 0.21 0.50 0.34 0.25 0.46 0.50 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 32 (27%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: Mason & Horsetooth HCM 7th Signalized Intersection Summary 1: Mason & Horsetooth 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)47 705 330 80 820 44 415 36 165 48 33 65 Future Volume (veh/h)47 705 330 80 820 44 415 36 165 48 33 65 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.04 1.00 1.00 0.96 1.04 1.00 0.96 1.00 1.00 0.96 Ped-Bike Adj(A_pbT)1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1961 1900 1900 1824 1976 1900 1824 1900 1900 1824 Adj Flow Rate, veh/h 53 792 371 89 911 49 437 38 174 57 39 77 Peak Hour Factor 0.89 0.89 0.89 0.90 0.90 0.90 0.95 0.95 0.95 0.84 0.84 0.84 Percent Heavy Veh, %1 1 1 0 0 0 0 0 0 0 0 0 Cap, veh/h 402 2160 1228 376 2120 114 680 74 337 159 47 93 Arrive On Green 0.04 0.60 0.60 0.04 0.61 0.61 0.14 0.25 0.25 0.08 0.08 0.08 Sat Flow, veh/h 1795 3582 1644 1810 3482 187 3651 293 1343 1185 563 1112 Grp Volume(v), veh/h 53 792 371 89 472 488 437 0 212 57 0 116 Grp Sat Flow(s),veh/h/ln 1795 1791 1644 1810 1805 1864 1825 0 1636 1185 0 1676 Q Serve(g_s), s 1.3 13.5 8.9 2.2 16.6 16.6 12.4 0.0 13.4 5.6 0.0 8.2 Cycle Q Clear(g_c), s 1.3 13.5 8.9 2.2 16.6 16.6 12.4 0.0 13.4 5.6 0.0 8.2 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.82 1.00 0.66 Lane Grp Cap(c), veh/h 402 2160 1228 376 1099 1135 680 0 411 159 0 140 V/C Ratio(X)0.13 0.37 0.30 0.24 0.43 0.43 0.64 0.00 0.52 0.36 0.00 0.83 Avail Cap(c_a), veh/h 457 2160 1228 421 1099 1135 1437 0 750 159 0 140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.2 12.1 5.0 8.9 12.4 12.4 39.6 0.0 38.7 53.0 0.0 54.2 Incr Delay (d2), s/veh 0.1 0.5 0.6 0.3 1.2 1.2 1.0 0.0 1.0 1.4 0.0 32.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 5.3 0.2 0.8 6.7 6.9 5.6 0.0 5.5 1.7 0.0 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 9.4 12.6 5.6 9.2 13.7 13.6 40.6 0.0 39.7 54.3 0.0 86.7 LnGrp LOS A B A A B B D D D F Approach Vol, veh/h 1216 1049 649 173 Approach Delay, s/veh 10.4 13.3 40.3 76.1 Approach LOS B B D E Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 20.1 15.0 8.0 76.8 35.1 7.3 77.6 Change Period (Y+Rc), s 4.0 6.0 4.0 5.5 6.0 4.0 5.5 Max Green Setting (Gmax), s 41.0 9.0 7.0 43.5 54.0 7.0 43.5 Max Q Clear Time (g_c+I1), s 14.4 10.2 4.2 15.5 15.4 3.3 18.6 Green Ext Time (p_c), s 1.8 0.0 0.0 5.1 0.8 0.0 3.4 Intersection Summary HCM 7th Control Delay, s/veh 21.3 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 2: Mason St & Cregor Dr 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 1 4 20 1 36 11 420 20 9 395 7 Future Vol, veh/h 4 1 4 20 1 36 11 420 20 9 395 7 Conflicting Peds, #/hr 0 0 2 2 0 0 3 0 11 11 0 3 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 45 45 45 68 68 68 82 82 82 92 92 92 Heavy Vehicles, %0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 9 2 9 29 1 53 13 512 24 10 429 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 995 1030 438 1014 1022 535 440 0 0 548 0 0 Stage 1 456 456 -562 562 ------- Stage 2 540 574 -452 460 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 --4.1 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 --2.2 -- Pot Cap-1 Maneuver 225 235 623 219 238 549 1131 --1032 -- Stage 1 588 572 -515 513 ------- Stage 2 530 506 -591 570 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 196 226 620 205 228 544 1128 --1023 -- Mov Cap-2 Maneuver 196 226 -205 228 ------- Stage 1 579 563 -502 499 ------- Stage 2 469 493 -572 561 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 18.46 19.06 0.2 0.19 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)44 --287 339 39 -- HCM Lane V/C Ratio 0.012 --0.07 0.247 0.01 -- HCM Ctrl Dly (s/v)8.2 0 -18.5 19.1 8.6 0 - HCM Lane LOS A A -C C A A - HCM 95th %tile Q(veh)0 --0.2 1 0 -- HCM 7th TWSC 3: Mason St & North Access 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 2 445 0 1 415 Future Vol, veh/h 0 2 445 0 1 415 Conflicting Peds, #/hr 0 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 50 50 86 86 92 92 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 0 4 517 0 1 451 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 971 518 0 0 517 0 Stage 1 517 ----- Stage 2 453 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 283 561 --1059 - Stage 1 602 ----- Stage 2 644 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 283 561 --1059 - Mov Cap-2 Maneuver 283 ----- Stage 1 602 ----- Stage 2 643 ----- Approach WB NB SB HCM Ctrl Dly, s/v 11.47 0 0.02 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--561 4 - HCM Lane V/C Ratio --0.007 0.001 - HCM Ctrl Dly (s/v)--11.5 8.4 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 4: Mason St & South Access 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 440 1 1 415 Future Vol, veh/h 0 4 440 1 1 415 Conflicting Peds, #/hr 0 0 0 12 12 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 50 50 85 85 88 88 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 0 8 518 1 1 472 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1004 530 0 0 531 0 Stage 1 530 ----- Stage 2 474 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 270 553 --1047 - Stage 1 594 ----- Stage 2 631 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 267 547 --1036 - Mov Cap-2 Maneuver 267 ----- Stage 1 588 ----- Stage 2 630 ----- Approach WB NB SB HCM Ctrl Dly, s/v 11.68 0 0.02 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--547 4 - HCM Lane V/C Ratio --0.015 0.001 - HCM Ctrl Dly (s/v)--11.7 8.5 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 5: Mason St & Colboard Dr 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 6 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 10 0 7 0 425 13 2 415 0 Future Vol, veh/h 1 0 0 10 0 7 0 425 13 2 415 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 11 11 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 25 25 25 71 71 71 85 85 85 94 94 94 Heavy Vehicles, %0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 4 0 0 14 0 10 0 500 15 2 441 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 946 972 441 964 964 519 441 0 0 526 0 0 Stage 1 446 446 -519 519 ------- Stage 2 500 526 -446 446 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 --4.1 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 --2.2 -- Pot Cap-1 Maneuver 244 254 620 237 257 561 1129 --1051 -- Stage 1 596 578 -544 536 ------- Stage 2 557 532 -596 578 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 239 251 620 234 254 556 1129 --1041 -- Mov Cap-2 Maneuver 239 251 -234 254 ------- Stage 1 594 576 -539 531 ------- Stage 2 547 527 -594 576 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 20.34 17.71 0 0.04 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1129 --239 307 9 -- HCM Lane V/C Ratio ---0.017 0.078 0.002 -- HCM Ctrl Dly (s/v)0 --20.3 17.7 8.5 0 - HCM Lane LOS A --C C A A - HCM 95th %tile Q(veh)0 --0.1 0.3 0 -- HCM 7th TWSC 6: Mason St & Boardwalk Dr 06/25/2025 2026 Background -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 7 Intersection Int Delay, s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 34 100 330 11 105 320 Future Vol, veh/h 34 100 330 11 105 320 Conflicting Peds, #/hr 0 0 0 2 2 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 110 0 --100 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 80 80 80 80 90 90 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 43 125 413 14 117 356 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1010 421 0 0 428 0 Stage 1 421 ----- Stage 2 589 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 268 637 --1142 - Stage 1 666 ----- Stage 2 558 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 240 635 --1140 - Mov Cap-2 Maneuver 240 ----- Stage 1 665 ----- Stage 2 501 ----- Approach WB NB SB HCM Ctrl Dly, s/v 14.87 0 2.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--240 635 1140 - HCM Lane V/C Ratio --0.177 0.197 0.102 - HCM Ctrl Dly (s/v)--23.2 12 8.5 - HCM Lane LOS --C B A - HCM 95th %tile Q(veh)--0.6 0.7 0.3 - Volunteer of America Switchgrass Crossing – City of Fort Collins Traffic Impact Study (FT #25026) Fox Tuttle Transportation Group, LLC August 20, 2025 Intersection Capacity Worksheets: Year 2026 Background+ Project Timings 1: Mason & Horsetooth 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)46 780 271 76 500 141 22 11 13 Future Volume (vph)46 780 271 76 500 141 22 11 13 Lane Group Flow (vph)51 857 298 84 601 148 99 13 39 Turn Type pm+pt NA pm+ov pm+pt NA pm+pt NA Perm NA Protected Phases 7 4 1 3 8 1 6 2 Permitted Phases 4 4 8 6 2 Detector Phase 7 4 1 3 8 1 6 2 2 Switch Phase Minimum Initial (s)4.0 10.0 4.0 4.0 10.0 4.0 7.0 7.0 7.0 Minimum Split (s)11.0 24.5 11.0 11.0 22.5 11.0 30.0 35.0 35.0 Total Split (s)11.0 69.0 15.0 11.0 69.0 15.0 30.0 15.0 15.0 Total Split (%)10.0%62.7%13.6%10.0%62.7%13.6%27.3%13.6%13.6% Yellow Time (s)3.0 4.0 3.0 3.0 4.0 3.0 3.5 3.5 3.5 All-Red Time (s)1.0 1.5 1.0 1.0 1.5 1.0 2.5 2.5 2.5 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)3.0 4.5 3.0 3.0 4.5 3.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None C-Max None None C-Max None None None None v/c Ratio 0.08 0.35 0.22 0.17 0.26 0.31 0.31 0.14 0.27 Control Delay (s/veh)4.6 9.5 0.9 5.0 8.4 38.9 14.9 50.3 30.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh)4.6 9.5 0.9 5.0 8.4 38.9 14.9 50.3 30.3 Queue Length 50th (ft)8 146 0 14 91 44 13 9 10 Queue Length 95th (ft)21 205 20 31 135 69 57 28 41 Internal Link Dist (ft)271 445 376 426 Turn Bay Length (ft)175 225 180 165 90 Base Capacity (vph)645 2429 1342 493 2283 519 430 110 166 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.35 0.22 0.17 0.26 0.29 0.23 0.12 0.23 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: Mason & Horsetooth HCM 7th Signalized Intersection Summary 1: Mason & Horsetooth 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)46 780 271 76 500 47 141 22 72 11 13 21 Future Volume (veh/h)46 780 271 76 500 47 141 22 72 11 13 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.04 1.00 1.00 0.96 1.04 1.00 0.96 1.00 1.00 0.96 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.98 0.97 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1961 1856 1856 1781 1961 1885 1810 1900 1900 1824 Adj Flow Rate, veh/h 51 857 298 84 549 52 148 23 76 13 15 24 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, %1 1 1 3 3 3 1 1 1 0 0 0 Cap, veh/h 640 2419 1224 418 2214 209 511 64 211 163 49 78 Arrive On Green 0.04 0.68 0.68 0.04 0.68 0.68 0.06 0.17 0.17 0.08 0.08 0.08 Sat Flow, veh/h 1795 3582 1654 1767 3254 307 3622 380 1255 1276 636 1018 Grp Volume(v), veh/h 51 857 298 84 297 304 148 0 99 13 0 39 Grp Sat Flow(s),veh/h/ln 1795 1791 1654 1767 1763 1799 1811 0 1635 1276 0 1655 Q Serve(g_s), s 0.9 11.2 6.3 1.5 7.1 7.2 3.9 0.0 5.9 1.0 0.0 2.5 Cycle Q Clear(g_c), s 0.9 11.2 6.3 1.5 7.1 7.2 3.9 0.0 5.9 1.0 0.0 2.5 Prop In Lane 1.00 1.00 1.00 0.17 1.00 0.77 1.00 0.62 Lane Grp Cap(c), veh/h 640 2419 1224 418 1199 1224 511 0 275 163 0 127 V/C Ratio(X)0.08 0.35 0.24 0.20 0.25 0.25 0.29 0.00 0.36 0.08 0.00 0.31 Avail Cap(c_a), veh/h 703 2419 1224 471 1199 1224 673 0 372 181 0 150 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 4.9 7.6 4.5 5.3 6.8 6.8 40.6 0.0 40.5 47.4 0.0 48.0 Incr Delay (d2), s/veh 0.1 0.4 0.5 0.2 0.5 0.5 0.3 0.0 0.8 0.2 0.0 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 4.0 1.9 0.5 2.5 2.6 1.8 0.0 2.4 0.3 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 4.9 8.0 5.0 5.5 7.3 7.3 40.9 0.0 41.3 47.6 0.0 49.4 LnGrp LOS A A A A A A D D D D Approach Vol, veh/h 1206 685 247 52 Approach Delay, s/veh 7.1 7.0 41.1 48.9 Approach LOS A A D D Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 10.1 13.4 7.7 78.8 23.5 7.2 79.3 Change Period (Y+Rc), s 4.0 6.0 4.0 5.5 6.0 4.0 5.5 Max Green Setting (Gmax), s 11.0 9.0 7.0 63.5 24.0 7.0 63.5 Max Q Clear Time (g_c+I1), s 5.9 4.5 3.5 13.2 7.9 2.9 9.2 Green Ext Time (p_c), s 0.2 0.0 0.1 5.3 0.2 0.0 2.0 Intersection Summary HCM 7th Control Delay, s/veh 11.9 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 2: Mason St & Cregor Dr 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 1 9 20 0 11 3 163 11 15 272 2 Future Vol, veh/h 2 1 9 20 0 11 3 163 11 15 272 2 Conflicting Peds, #/hr 0 0 0 0 0 0 18 0 2 2 0 18 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 43 43 43 65 65 65 85 85 85 93 93 93 Heavy Vehicles, %8 8 8 3 3 3 2 2 2 1 1 1 Mvmt Flow 5 2 21 31 0 17 4 192 13 16 292 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 543 558 312 533 552 200 313 0 0 207 0 0 Stage 1 344 344 -207 207 ------- Stage 2 199 214 -326 345 ------- Critical Hdwy 7.18 6.58 6.28 7.13 6.53 6.23 4.12 --4.11 -- Critical Hdwy Stg 1 6.18 5.58 -6.13 5.53 ------- Critical Hdwy Stg 2 6.18 5.58 -6.13 5.53 ------- Follow-up Hdwy 3.572 4.072 3.372 3.527 4.027 3.327 2.218 --2.209 -- Pot Cap-1 Maneuver 442 430 715 456 440 838 1248 --1370 -- Stage 1 659 626 -792 728 ------- Stage 2 789 715 -685 634 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 419 416 704 432 425 837 1229 --1368 -- Mov Cap-2 Maneuver 419 416 -432 425 ------- Stage 1 640 608 -789 725 ------- Stage 2 771 711 -652 616 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.28 12.6 0.13 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)30 --601 521 93 -- HCM Lane V/C Ratio 0.003 --0.046 0.092 0.012 -- HCM Ctrl Dly (s/v)7.9 0 -11.3 12.6 7.7 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0 --0.1 0.3 0 -- HCM 7th TWSC 3: Mason St & North Access 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 2 182 0 13 281 Future Vol, veh/h 1 2 182 0 13 281 Conflicting Peds, #/hr 0 8 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 85 85 87 87 94 94 Heavy Vehicles, %0 0 2 2 1 1 Mvmt Flow 1 2 209 0 14 299 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 536 217 0 0 209 0 Stage 1 209 ----- Stage 2 327 ----- Critical Hdwy 6.4 6.2 --4.11 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.209 - Pot Cap-1 Maneuver 509 828 --1368 - Stage 1 831 ----- Stage 2 736 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 503 822 --1368 - Mov Cap-2 Maneuver 503 ----- Stage 1 831 ----- Stage 2 727 ----- Approach WB NB SB HCM Ctrl Dly, s/v 10.33 0 0.34 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--679 80 - HCM Lane V/C Ratio --0.005 0.01 - HCM Ctrl Dly (s/v)--10.3 7.7 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0 0 - HCM 7th TWSC 4: Mason St & South Access 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 2 181 3 5 291 Future Vol, veh/h 2 2 181 3 5 291 Conflicting Peds, #/hr 0 0 0 3 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 25 25 88 88 94 94 Heavy Vehicles, %0 0 2 2 1 1 Mvmt Flow 8 8 206 3 5 310 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 531 210 0 0 212 0 Stage 1 210 ----- Stage 2 320 ----- Critical Hdwy 6.4 6.2 --4.11 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.209 - Pot Cap-1 Maneuver 513 835 --1364 - Stage 1 830 ----- Stage 2 740 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 509 833 --1361 - Mov Cap-2 Maneuver 509 ----- Stage 1 827 ----- Stage 2 737 ----- Approach WB NB SB HCM Ctrl Dly, s/v 10.85 0 0.13 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--632 30 - HCM Lane V/C Ratio --0.025 0.004 - HCM Ctrl Dly (s/v)--10.8 7.7 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0.1 0 - HCM 7th TWSC 5: Mason St & Colboard Dr 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 6 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 4 1 0 2 226 9 4 238 4 Future Vol, veh/h 1 0 0 4 1 0 2 226 9 4 238 4 Conflicting Peds, #/hr 0 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 RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 25 25 25 63 63 63 94 94 94 95 95 95 Heavy Vehicles, %0 0 0 0 0 0 2 2 2 1 1 1 Mvmt Flow 4 0 0 6 2 0 2 240 10 4 251 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 507 515 253 508 513 245 255 0 0 250 0 0 Stage 1 261 261 -249 249 ------- Stage 2 245 254 -259 263 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 --4.11 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 --2.209 -- Pot Cap-1 Maneuver 480 466 791 478 468 799 1310 --1321 -- Stage 1 748 696 -759 704 ------- Stage 2 763 701 -750 694 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 475 464 791 476 465 799 1310 --1321 -- Mov Cap-2 Maneuver 475 464 -476 465 ------- Stage 1 746 693 -758 703 ------- Stage 2 760 699 -747 692 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 12.64 12.73 0.07 0.13 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)15 --475 473 29 -- HCM Lane V/C Ratio 0.002 --0.008 0.017 0.003 -- HCM Ctrl Dly (s/v)7.8 0 -12.6 12.7 7.7 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0 --0 0.1 0 -- HCM 7th TWSC 6: Mason St & Boardwalk Dr 06/25/2025 2026 Background with Project -AM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 7 Intersection Int Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 56 180 11 51 191 Future Vol, veh/h 9 56 180 11 51 191 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 110 0 --100 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 70 70 89 89 91 91 Heavy Vehicles, %3 3 1 1 1 1 Mvmt Flow 13 80 202 12 56 210 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 530 208 0 0 215 0 Stage 1 208 ----- Stage 2 322 ----- Critical Hdwy 6.43 6.23 --4.11 - Critical Hdwy Stg 1 5.43 ----- Critical Hdwy Stg 2 5.43 ----- Follow-up Hdwy 3.527 3.327 --2.209 - Pot Cap-1 Maneuver 507 829 --1361 - Stage 1 824 ----- Stage 2 732 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 487 829 --1361 - Mov Cap-2 Maneuver 487 ----- Stage 1 824 ----- Stage 2 702 ----- Approach WB NB SB HCM Ctrl Dly, s/v 10.19 0 1.63 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--487 829 1361 - HCM Lane V/C Ratio --0.026 0.096 0.041 - HCM Ctrl Dly (s/v)--12.6 9.8 7.8 - HCM Lane LOS --B A A - HCM 95th %tile Q(veh)--0.1 0.3 0.1 - Timings 1: Mason & Horsetooth 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)47 705 331 81 820 416 36 48 33 Future Volume (vph)47 705 331 81 820 416 36 48 33 Lane Group Flow (vph)53 792 372 90 960 438 214 57 116 Turn Type pm+pt NA pm+ov pm+pt NA pm+pt NA Perm NA Protected Phases 7 4 1 3 8 1 6 2 Permitted Phases 4 4 8 6 2 Detector Phase 7 4 1 3 8 1 6 2 2 Switch Phase Minimum Initial (s)4.0 10.0 4.0 4.0 10.0 4.0 7.0 7.0 7.0 Minimum Split (s)11.0 24.5 11.0 11.0 22.5 11.0 30.0 35.0 35.0 Total Split (s)11.0 49.0 45.0 11.0 49.0 45.0 60.0 15.0 15.0 Total Split (%)9.2%40.8%37.5%9.2%40.8%37.5%50.0%12.5%12.5% Yellow Time (s)3.0 4.0 3.0 3.0 4.0 3.0 3.5 3.5 3.5 All-Red Time (s)1.0 1.5 1.0 1.0 1.5 1.0 2.5 2.5 2.5 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)3.0 4.5 3.0 3.0 4.5 3.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None C-Max None None C-Max None None None None v/c Ratio 0.15 0.42 0.31 0.21 0.50 0.53 0.35 0.48 0.51 Control Delay (s/veh)10.8 19.3 1.4 10.9 19.5 34.1 8.4 62.5 31.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh)10.8 19.3 1.4 10.9 19.5 34.1 8.4 62.5 31.1 Queue Length 50th (ft)14 187 0 25 239 136 21 42 37 Queue Length 95th (ft)36 284 29 55 360 162 72 77 83 Internal Link Dist (ft)271 445 376 426 Turn Bay Length (ft)175 225 180 165 90 Base Capacity (vph)360 1891 1457 423 1914 1277 850 123 234 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.42 0.26 0.21 0.50 0.34 0.25 0.46 0.50 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 32 (27%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: Mason & Horsetooth HCM 7th Signalized Intersection Summary 1: Mason & Horsetooth 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)47 705 331 81 820 44 416 36 167 48 33 65 Future Volume (veh/h)47 705 331 81 820 44 416 36 167 48 33 65 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.04 1.00 1.00 0.96 1.04 1.00 0.96 1.00 1.00 0.96 Ped-Bike Adj(A_pbT)1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1961 1900 1900 1824 1976 1900 1824 1900 1900 1824 Adj Flow Rate, veh/h 53 792 372 90 911 49 438 38 176 57 39 77 Peak Hour Factor 0.89 0.89 0.89 0.90 0.90 0.90 0.95 0.95 0.95 0.84 0.84 0.84 Percent Heavy Veh, %1 1 1 0 0 0 0 0 0 0 0 0 Cap, veh/h 402 2158 1228 376 2119 114 681 73 338 159 47 93 Arrive On Green 0.04 0.60 0.60 0.04 0.61 0.61 0.14 0.25 0.25 0.08 0.08 0.08 Sat Flow, veh/h 1795 3582 1644 1810 3482 187 3651 290 1345 1183 563 1112 Grp Volume(v), veh/h 53 792 372 90 472 488 438 0 214 57 0 116 Grp Sat Flow(s),veh/h/ln 1795 1791 1644 1810 1805 1864 1825 0 1635 1183 0 1676 Q Serve(g_s), s 1.3 13.5 8.9 2.2 16.6 16.6 12.4 0.0 13.5 5.6 0.0 8.2 Cycle Q Clear(g_c), s 1.3 13.5 8.9 2.2 16.6 16.6 12.4 0.0 13.5 5.6 0.0 8.2 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.82 1.00 0.66 Lane Grp Cap(c), veh/h 402 2158 1228 376 1099 1134 681 0 411 159 0 140 V/C Ratio(X)0.13 0.37 0.30 0.24 0.43 0.43 0.64 0.00 0.52 0.36 0.00 0.83 Avail Cap(c_a), veh/h 457 2158 1228 420 1099 1134 1437 0 750 159 0 140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.2 12.2 5.0 8.9 12.4 12.4 39.6 0.0 38.7 53.0 0.0 54.2 Incr Delay (d2), s/veh 0.1 0.5 0.6 0.3 1.2 1.2 1.0 0.0 1.0 1.4 0.0 32.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 5.3 0.2 0.9 6.7 6.9 5.7 0.0 5.6 1.7 0.0 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 9.4 12.7 5.7 9.2 13.7 13.6 40.6 0.0 39.7 54.3 0.0 86.7 LnGrp LOS A B A A B B D D D F Approach Vol, veh/h 1217 1050 652 173 Approach Delay, s/veh 10.4 13.3 40.3 76.1 Approach LOS B B D E Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 20.2 15.0 8.1 76.8 35.2 7.3 77.5 Change Period (Y+Rc), s 4.0 6.0 4.0 5.5 6.0 4.0 5.5 Max Green Setting (Gmax), s 41.0 9.0 7.0 43.5 54.0 7.0 43.5 Max Q Clear Time (g_c+I1), s 14.4 10.2 4.2 15.5 15.5 3.3 18.6 Green Ext Time (p_c), s 1.8 0.0 0.0 5.1 0.8 0.0 3.4 Intersection Summary HCM 7th Control Delay, s/veh 21.4 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 2: Mason St & Cregor Dr 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 1 4 21 1 36 11 423 20 9 397 7 Future Vol, veh/h 4 1 4 21 1 36 11 423 20 9 397 7 Conflicting Peds, #/hr 0 0 2 2 0 0 3 0 11 11 0 3 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 45 45 45 68 68 68 82 82 82 92 92 92 Heavy Vehicles, %0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 9 2 9 31 1 53 13 516 24 10 432 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1001 1036 440 1020 1028 539 442 0 0 551 0 0 Stage 1 458 458 -566 566 ------- Stage 2 543 578 -454 462 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 --4.1 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 --2.2 -- Pot Cap-1 Maneuver 223 233 621 217 236 546 1129 --1029 -- Stage 1 587 570 -513 511 ------- Stage 2 527 504 -589 568 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 194 224 618 203 226 541 1126 --1019 -- Mov Cap-2 Maneuver 194 224 -203 226 ------- Stage 1 578 562 -499 497 ------- Stage 2 466 491 -570 560 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 18.58 19.5 0.2 0.19 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)43 --285 333 39 -- HCM Lane V/C Ratio 0.012 --0.07 0.256 0.01 -- HCM Ctrl Dly (s/v)8.2 0 -18.6 19.5 8.6 0 - HCM Lane LOS A A -C C A A - HCM 95th %tile Q(veh)0 --0.2 1 0 -- HCM 7th TWSC 3: Mason St & North Access 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 446 1 3 417 Future Vol, veh/h 1 3 446 1 3 417 Conflicting Peds, #/hr 0 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 50 50 86 86 92 92 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 2 6 519 1 3 453 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 979 520 0 0 520 0 Stage 1 519 ----- Stage 2 460 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 280 560 --1057 - Stage 1 601 ----- Stage 2 640 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 279 559 --1057 - Mov Cap-2 Maneuver 279 ----- Stage 1 601 ----- Stage 2 637 ----- Approach WB NB SB HCM Ctrl Dly, s/v 13.2 0 0.06 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--447 13 - HCM Lane V/C Ratio --0.018 0.003 - HCM Ctrl Dly (s/v)--13.2 8.4 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0.1 0 - HCM 7th TWSC 4: Mason St & South Access 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 5 441 3 2 416 Future Vol, veh/h 2 5 441 3 2 416 Conflicting Peds, #/hr 0 0 0 12 12 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 50 50 85 85 88 88 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 4 10 519 4 2 473 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1010 533 0 0 534 0 Stage 1 533 ----- Stage 2 477 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 268 551 --1044 - Stage 1 593 ----- Stage 2 628 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 265 545 --1033 - Mov Cap-2 Maneuver 265 ----- Stage 1 587 ----- Stage 2 626 ----- Approach WB NB SB HCM Ctrl Dly, s/v 13.9 0 0.04 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--419 9 - HCM Lane V/C Ratio --0.033 0.002 - HCM Ctrl Dly (s/v)--13.9 8.5 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0.1 0 - HCM 7th TWSC 5: Mason St & Colboard Dr 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 6 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 10 0 7 0 428 13 2 417 0 Future Vol, veh/h 1 0 0 10 0 7 0 428 13 2 417 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 11 11 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 25 25 25 71 71 71 85 85 85 94 94 94 Heavy Vehicles, %0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 4 0 0 14 0 10 0 504 15 2 444 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 951 978 444 970 970 522 444 0 0 530 0 0 Stage 1 448 448 -522 522 ------- Stage 2 504 530 -448 448 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 --4.1 -- Critical Hdwy Stg 1 6.1 5.5 -6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 -6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 --2.2 -- Pot Cap-1 Maneuver 241 253 618 235 255 559 1127 --1048 -- Stage 1 594 576 -541 534 ------- Stage 2 554 530 -594 576 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 236 250 618 232 252 553 1127 --1038 -- Mov Cap-2 Maneuver 236 250 -232 252 ------- Stage 1 592 575 -536 529 ------- Stage 2 544 525 -592 575 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 20.48 17.82 0 0.04 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1127 --236 305 9 -- HCM Lane V/C Ratio ---0.017 0.079 0.002 -- HCM Ctrl Dly (s/v)0 --20.5 17.8 8.5 0 - HCM Lane LOS A --C C A A - HCM 95th %tile Q(veh)0 --0.1 0.3 0 -- HCM 7th TWSC 6: Mason St & Boardwalk Dr 06/25/2025 2026 Background with Project -PM Peak Hour Senior Affordable Housing TIS -Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 7 Intersection Int Delay, s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 34 102 331 11 106 321 Future Vol, veh/h 34 102 331 11 106 321 Conflicting Peds, #/hr 0 0 0 2 2 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 110 0 --100 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 80 80 80 80 90 90 Heavy Vehicles, %0 0 0 0 0 0 Mvmt Flow 43 128 414 14 118 357 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1015 423 0 0 430 0 Stage 1 423 ----- Stage 2 592 ----- Critical Hdwy 6.4 6.2 --4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 --2.2 - Pot Cap-1 Maneuver 266 635 --1141 - Stage 1 665 ----- Stage 2 557 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 238 634 --1139 - Mov Cap-2 Maneuver 238 ----- Stage 1 664 ----- Stage 2 499 ----- Approach WB NB SB HCM Ctrl Dly, s/v 14.91 0 2.12 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)--238 634 1139 - HCM Lane V/C Ratio --0.178 0.201 0.103 - HCM Ctrl Dly (s/v)--23.3 12.1 8.5 - HCM Lane LOS --C B A - HCM 95th %tile Q(veh)--0.6 0.7 0.3 -