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Reports - Traffic Study - 09/08/2025
Date: September 8, 2025 Submitted To: Wilson & Company, Inc., Engineers & Architects 4065 Saint Cloud Drive, Suite 100 Loveland, CO 80538 Submitted By: Fox Tuttle Transportation Group, LLC 1580 Logan Street, Suite 600 PMB 0604 Denver, CO 80203 Southeast Community Center Traffic Impact Study Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page i September 8, 2025 TABLE OF CONTENTS 1.0 Introduction ......................................................................................................................................... 1 2.0 Project Description ............................................................................................................................... 1 3.0 Study Considerations ............................................................................................................................ 2 3.1 Data Collection .................................................................................................................................. 2 3.2 Evaluation Methodology ................................................................................................................... 2 3.3 Level of Service Definitions ............................................................................................................... 2 4.0 Existing Conditions ............................................................................................................................... 3 4.1 Roadways .......................................................................................................................................... 3 4.2 Intersections ..................................................................................................................................... 3 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 2028 Background Intersection Capacity Analysis ..................................................................... 6 5.3 Year 2045 Background Intersection Capacity Analysis ..................................................................... 7 6.0 Proposed Development Traffic .............................................................................................................. 8 6.1 Trip Generation ................................................................................................................................. 8 6.2 Trip Distribution and Assignment ..................................................................................................... 8 7.0 Future Traffic Conditions with Site Development .................................................................................. 9 7.1 Year 2028 Background + Project Intersection Capacity Analysis ...................................................... 9 7.2 Year 2045 Background + Project Intersection Capacity Analysis .................................................... 10 8.0 Multi Modal Level of Service Analysis .................................................................................................. 10 8.1 Pedestrian Analysis ......................................................................................................................... 10 8.2 Bicycle Analysis ............................................................................................................................... 13 9.0 Signal Warrant Analysis ....................................................................................................................... 14 9.1 MUTCD Criteria ............................................................................................................................... 14 9.2 MUTCD Warrant 3: Peak Hour ........................................................................................................ 14 9.3 Study Considerations and Warrant 3 Analysis ................................................................................ 15 10.0 Conclusion ........................................................................................................................................... 16 Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page ii September 8, 2025 LIST OF TABLES Table 1 – Peak Hour Intersection Level of Service Summary ...................................................................................... 19 Table 2 – Peak Hour Estimated Queues ...................................................................................................................... 20 Table 3 – Trip Generation Summary ............................................................................................................................ 21 Table 4 – Trip Distribution Summary ............................................................................................................................. 9 Table 5 – Targeted Level of Service by Pedestrian Priority Area ................................................................................. 11 Table 6 – Pedestrian Level-of-Service Summary ......................................................................................................... 13 Table 7 – Bike Level of Service Criteria ........................................................................................................................ 13 Table 8 – Summary of Warrant 3, Peak Hour (AM/PM) .............................................................................................. 16 LIST OF FIGURES Figure 1 – Vicinity Map ................................................................................................................................................ 22 Figure 2 – Conceptual Site Plan ................................................................................................................................... 23 Figure 3 – Year 2025 Existing Traffic Volumes ............................................................................................................. 24 Figure 4 – Year 2028 Background Traffic Volumes ...................................................................................................... 25 Figure 5 – Year 2045 Background Traffic Volumes ...................................................................................................... 26 Figure 6 – Trip Distribution .......................................................................................................................................... 27 Figure 7 – Site-Generated Trips ................................................................................................................................... 28 Figure 8 – Year 2028 Background + Project Traffic Volumes ....................................................................................... 29 Figure 9 – Year 2045 Background + Project Traffic Volumes ....................................................................................... 30 APPENDIX Transportation Impact Study Base Assumptions Existing Traffic Data Level of Service Definitions Intersection Capacity Worksheets Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 1 September 8, 2025 SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY 1.0 Introduction The Fox Tuttle Transportation Group prepared this traffic impact study for the proposed Southeast Community Center project located in the southeast corner of Ziegler Road and Rock Creek Drive in Fort Collins, Colorado. This project proposes building a recreation center and library for the Fort Collins community. The site is currently vacant and adjacent to Fossil Ridge High School and Twin Silo Park, as well as three more schools, single-family homes, medical offices and industrial businesses. 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, short-term (Year 2028), and long-term (Year 2045) peak hour intersection conditions in the study area with and without the project generated traffic. The information contained in this study is anticipated to be used by 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. 2.0 Project Description The Southeast Community Center project is assumed to be completed and generating traffic by Year 2028. The proposed development includes a two-story recreational center building, a single-story library building, a shared space building and an outdoor pool area. The total site area is approximately 133,000 square feet. Primary access to the site will be provided on Ziegler Road, approximately 550 feet south of Rock Creek Drive and is proposed to be designed as ¾ movement access. A secondary access option will be available through the existing driveway on Rock Creek Drive that currently serves the staff parking of Fossil Ridge High School. Figure 2 illustrates the conceptual site plan and the proposed access locations for the project. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 2 September 8, 2025 3.0 Study Considerations 3.1 Data Collection Intersection turning movement volumes were collected in April 2025 while school was in session. Four (4) existing intersections within the study area were counted during the weekday AM and PM peak hours, including pedestrians and bicyclists. The peak hours of the Community Center are expected to differ from the school peak hours; therefore, the data collection focused on the typical commuter peak hours. 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. 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) and SIDRA Intersection 10.0 for the roundabout evaluation. The approved Transportation Impact Study Base Assumptions form is included in the Appendix. 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 1 Highway Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board, National Research Council, 7th Edition (2022). Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 3 September 8, 2025 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. 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. Ziegler Road functions as a north–south arterial roadway within southeast Fort Collins, offering critical connectivity between residential neighborhoods, key trail systems, and regional corridors. North of Rock Creek Drive, Ziegler Road is designated as a four-lane arterial with a posted speed limit of 40 miles per hour (mph). Within the study area, south of Rock Creek Drive, the roadway transitions to one through lane in each direction with a center two-way left-turn lane. According to City of Fort Collins traffic count data (Year 2022), Ziegler Road carries approximately 9,500 vehicles per day (vpd) south of the project site. Rock Creek Drive is classified as an east–west local collector roadway serving residential neighborhoods in southeast Fort Collins. Within the study area, the roadway consists of two lanes, with one through lane in each direction and on-street bike lanes. Rock Creek Drive intersects Ziegler Road at a full-movement, signalized intersection. The posted speed limit is 30 mph east of Ziegler Road and 25 mph west of the intersection. Based on City of Fort Collins traffic count data (Year 2022), Rock Creek Drive carries approximately 2,230 vpd east of Ziegler Road. Kechter Road functions as an east–west collector roadway located south of the project site. The roadway has one through lane in each direction and intersects Ziegler Road via a single-lane roundabout, which facilitates smooth circulation while accommodating multiple travel modes. The posted speed limit is 40 mph and it serves approximately 5,600 vpd west of Ziegler Road (Source: City of Fort Collins, Year 2022). 4.2 Intersections The study area includes four (4) intersections that are listed below with the current traffic control and were analyzed for existing and future background year traffic operations: 1.Rock Creek Drive and High School Driveway (side-street stop-controlled) 2.Ziegler Road and Rock Creek Drive (signalized) Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 4 September 8, 2025 3.Ziegler Road and Saber Cat Drive (side-street stop-controlled) 4.Ziegler Road and Kechter Road (roundabout) The existing lane configuration at each of the study locations is illustrated on Figure 3. 4.3 Pedestrian and Bicycle Facilities In general, the surrounding roadways in the study area feature detached sidewalks and on-street bike lanes, forming a connected multimodal transportation network. Along Ziegler Road, sidewalks and on- street bike lanes are provided on both sides of the roadway, including a generally 6-foot sidewalk on the west side and an 8-foot multi-use path on the east side that accommodates both pedestrians and bicyclists. Rock Creek Drive also includes sidewalks on both sides of the roadway (except a portion on the north side for one block) and on-street bike lanes, supporting pedestrian and bicycle connectivity between adjacent residential neighborhoods, Fossil Ridge High School, and Ziegler Road. Kechter Road has recently been upgraded with on-street bike lanes, and sidewalks are present along portions of the corridor near schools and residential areas, including enhanced pedestrian crossings and Rectangular Rapid Flashing Beacon (RRFB) near Zach Elementary School. In addition to sidewalks and on-street bike lanes, the study area is served by nearby multi-use trails that provide regional and neighborhood connectivity for pedestrians and bicyclists. 4.4 Transit The study area is served by TransFort, Fort Collins’ public transit system. Route 16 serves as the primary connection between the project site and the South Transit Center, operating Monday through Friday with buses departing approximately every 30-60 minutes. From the South Transit Center, passengers can transfer to several key routes: MAX Bus Rapid Transit (BRT): This high-frequency service operates daily along the Mason Corridor, connecting the South Transit Center to the Downtown Transit Center. The MAX BRT provides direct access to major destinations, including Colorado State University (CSU) and the CSU Transit Center, with buses running every 10-15 minutes during peak hours. Route 19: Serving the northern part of the city, Route 19 connects the South Transit Center to north Fort Collins, including stops near CSU and Front Range Community College. This route operates Monday through Friday, with buses running every 60 minutes during the day. FLEX Regional Service: This regional route connects Fort Collins to Loveland, Berthoud, Longmont, and Boulder, with stops at the South Transit Center. FLEX service operates Monday through Saturday, providing broader regional connectivity. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 5 September 8, 2025 These transit options enhance accessibility to the study area, supporting multimodal transportation choices for residents and visitors. 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 the intersections operate overall at LOS C or better in both peak periods with most movements operating at LOS D or better. The following intersections currently have movements that operate at LOS E, as described below: #3. Ziegler Road and Saber Cat Drive/County Fair Lane: This stop-controlled intersection was calculated to operate at LOS A overall in both peak hours. During PM peak hour the eastbound and westbound left-turn movements were estimated to operate at LOS E. No Mitigation Measures Recommended: Given that queues are currently within the available storage and a signal is not warranted (refer to Section 9.0), no immediate modifications are required to accommodate the individual movement delays. Monitor traffic growth to determine if future capacity enhancements are needed or signal timing optimized if delays increase. #4. Ziegler Road and Kechter Road: The roundabout at this intersection was calculated to operate at an overall LOS C in the AM peak hour and LOS B in the PM peak hour. The westbound approach was estimated to operate at LOS E during the AM peak hour. No Mitigation Measures Recommended: The queue on this approach does not extend to the upstream intersection. The high volume of traffic and resulting delays are likely due to school- related congestion along Kechter Road, particularly during peak drop-off time. The 95th percentile queues for all movements were estimated to be maintained within the provided storage length and not extending beyond upstream intersections. 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 and the North Front Range Metropolitan Planning Organization (NFRMPO), which indicate modest but steady increases in background traffic demand across Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 6 September 8, 2025 southeast Fort Collins. 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 2028 background traffic projects as shown on Figure 4 and Year 2045 background traffic projections on Figure 5. 5.2 Year 2028 Background Intersection Capacity Analysis The study area intersections were evaluated to determine baseline operations for the Year 2028 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 2028) 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 D or better) in both peak hours with most movements operating at LOS D or better. The same intersections as in existing conditions that were estimated to have individual movements below LOS D or with 95th percentile queues which exceed existing storage in the short-term future, as described below: #3. Ziegler Road and Saber Cat Drive/County Fair Lane: Same as in existing conditions, this stop- controlled intersection was calculated to operate at LOS A overall in both peak hours. During PM peak hour the eastbound and westbound left-turn movements were estimated to drop from LOS E to LOS F. The 95th percentile queues were estimated to be up to 33 feet, which did not exceed the available storage. No Mitigation Measures Recommended: Same as in existing conditions, continue monitoring and potential future mitigation if delays worsen. #4. Ziegler Road and Kechter Road: Under this scenario, the roundabout at this intersection was calculated to operate at an overall LOS D in the AM peak hour and LOS C in the PM peak hour. The westbound approach was estimated to operate at LOS F during the AM peak hour, with a 95th percentile queue of up to 579 feet, which could extend back and block the adjacent stop- controlled intersection at Kechter Road and Cornerstone Drive. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 7 September 8, 2025 Recommendations: Consider near-term improvements—such as roundabout modifications, turn- lane enhancements, right-turn bypass lane, or other traffic management strategies—to maintain safe and efficient operations. 5.3 Year 2045 Background Intersection Capacity Analysis The study area intersections were evaluated to determine baseline operations for the Year 2045 background scenario and to identify any capacity constraints associated with background traffic. The long- term background volumes, lane configuration, and traffic control are illustrated on Figure 5. The level of service criteria discussed previously was applied to the study area intersections to determine the impacts with the long-term 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, most of the study intersections were estimated to perform similarly to the existing and short-term background conditions. The following intersections were estimated to operate below LOS D or have movements that will operate at LOS E or F in the long-term future: #3. Ziegler Road and Saber Cat Drive/County Fair Lane: Same as in existing and short-term future scenarios, this stop-controlled intersection was calculated to operate at LOS A overall in both peak hours. The eastbound left-turn was calculated to start operating at LOS E in AM peak hour and continue to operate at LOS F during PM peak hour. The westbound left-turn movement was calculated to operate at LOS F in both peak hours. The 95th percentile queues were estimated to be up to 60 feet, which do not exceed the available storage. No Mitigation Measures Recommended: Same as in existing conditions, continue monitoring and potential future mitigation if delays worsen. #4. Ziegler Road and Kechter Road: Under this scenario, the roundabout at this intersection was calculated to drop at an overall LOS F in the AM peak hour and LOS D in the PM peak hour. During the AM peak hour, the northbound approach was calculated to start operating at LOS E while the westbound approach was estimated to continue operating at LOS F. During the PM peak hour the southbound approach was calculated to start operating at LOS E. For the westbound and southbound approaches, the 95th percentile queues were estimated to extend back and block the adjacent stop-controlled intersections. Recommendations: Consider a westbound right-turn bypass lane. Review options to add capacity that will serve the southbound left-turn volume and reduce impact on other approaches. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 8 September 8, 2025 6.0 Proposed Development Traffic 6.1 Trip Generation A trip generation estimate was performed to determine the traffic characteristics of the Southeast Community Center project. The trip rates contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual2 for land use #495 – “Recreational Communi ty Center” and #590 – “Library” were applied to estimate the proposed traffic for the proposed development. 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. 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. For this project, a non-auto reduction of 5% was applied. The project was estimated to generate 4,522 daily trips with 223 trips in the AM peak hour and 431 trips in the PM peak hour as detailed in Table 3. 6.2 Trip Distribution and Assignment 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 6. 2 Trip Generation 11th Edition, Institute of Transportation Engineers, 2021. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 9 September 8, 2025 Table 4. Trip Distribution Summary Location Trip Distribution East via Rock Creek Drive 25% West via Rock Creek Drive 15% North via Ziegler Road 30% South via Ziegler Road 30% 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 7. 7.0 Future Traffic Conditions with Site Development This section summarizes the evaluation of the future traffic conditions with the completion of the proposed project. 7.1 Year 2028 Background + Project Intersection Capacity Analysis 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 2028 background volumes and are illustrated on Figure 8. 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 overall levels of service for all intersections were calculated to remain the same. The movements that were estimated to operate below LOS D during peak hours in the long-term background scenario were calculated to continue to operate below LOS D. The eastbound and westbound left-turn movements at Ziegler Road and Saber Cat Drive/County Fair Lane were calculated to degrade to LOS E in the AM peak hour and remain at LOS F in the PM peak hour. This is typical of side- street movements on an arterial roadway during peak hours. The 95th percentile queues for these movements were estimated to extend up to 43 feet (about two vehicles). The 95th percentile queues were estimated to remain similar to those in the short-term background scenario, indicating that the queuing issues are not worsened by the proposed development. Therefore, the previously identified recommendations remain applicable to address existing conditions. No additional mitigation measures are recommended. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 10 September 8, 2025 7.2 Year 2045 Background + Project Intersection Capacity Analysis This section discusses impacts associated with the proposed trips in the long-term scenario with additional growth in the area and the project fully built out and operating. The site-generated volumes were added to the forecasted Year 2045 background volumes and are illustrated on Figure 9. The results of the LOS calculations for the intersections are summarized in Table 1. The 95th percentile queues are summarized in Table 2. The intersection level of service worksheets and queue reports are attached in the Appendix. The project trips have minimal impact on the operations of the study intersections as compared to the long-term background scenario. The overall levels of service for most intersections were calculated to remain the same and acceptable. However, the roundabout at Ziegler Road and Kechter Road was calculated to drop at an overall LOS E in the PM peak hour and remain at LOS F in the PM peak hour. As in the background scenario, it is recommended that a westbound right-turn bypass lane be constructed as well as options for added capacity for the southbound left-turn movement. The majority of 95th percentile queues were estimated to remain similar to those in the long-term background scenario. The queue lengths of the roundabout westbound and southbound approaches were estimated to continue extend back and block the adjacent intersections. Therefore, the previously identified recommendations remain applicable to address existing conditions. No additional mitigation measures are recommended. 8.0 Multi Modal Level of Service Analysis A Multi-Modal Level of Service (MMLOS) evaluation was conducted per City of Fort Collins guidelines to assess pedestrian and bicycle connectivity to and from the project site. The purpose of this analysis is to assess the quality, comfort, and safety of non-auto travel options available to future users of the proposed development. 8.1 Pedestrian Analysis The City has established minimum Level of Service thresholds for key evaluation criteria, including directness, continuity, signalized street crossings, visual interest and amenities, and security based on different categories of pedestrian priority areas (Table 5). Following the Pedestrian Priority Areas map included in Fort Collins Pedestrian Plan, the proposed development falls within the “School Walking Areas” category as it lies within one mile of nearby schools (see Figure 1). Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 11 September 8, 2025 Table 5. Targeted Level of Service by Pedestrian Priority Area (Appendix H) The City’s plan describes the criteria 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. Security is the evaluation of a pedestrian’s perspective of security with visual sight lines, separation from vehicles, and lighting level. Each of the criteria was evaluated for the study area and the LOS for each is discussed on the following pages. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 12 September 8, 2025 DIRECTNESS – LOS A The directness LOS is based on proximity of destinations anticipated to be visited by patrons of the proposed project. Within the recommended one-mile radius, there are four schools, transit services, retail services, restaurants, recreational areas 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 the ‘minimum distance’, as the crow flies and it was determined from information provided in Table P.1 of the Fort Collins’ Pedestrian Plan. CONTINUITY – LOS B In the study area, there are sidewalks on both sides of the roadways near the project site. They are detached with landscape buffers following the City’s standards. There is a variety of widths throughout the area, but the majority sidewalks are connected and continuous. Minor gaps/older segments along Ziegler Road keep this from a LOS A, but the network qualifies for LOS B continuity in School areas. Per the City standards, LOS B reflects areas with continuous stretches of sidewalks which are physically separated by a landscaped parkway. STREET CROSSINGS (SIGNALIZED) – LOS B The closest signalized intersection to the project site is Ziegler Road at Rock Creek Drive. This intersection includes clear vehicular pedestrian indications, well-marked crosswalks, good lighting, standard curb ramps on all corners, raised median on south leg, 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 north and east leg. VISUAL INTEREST AND AMENITY – LOS C The neighboring streets have generous sidewalks, landscaping and good lighting but limited shade, seating, or frontage activation along arterials. 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 (LOS C which meets the School- area target). SECURITY - LOS B The streets adjacent to the project side have a high level of pedestrian security. Residential context, school presence, and typical neighborhood lighting and unobstructed lines of sight support perceived safety and visibility. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 13 September 8, 2025 SUMMARY In summary, the existing pedestrian facilities meet or exceed the minimum LOS by category, as shown on Table 6. Table 6. Pedestrian Level-of-Service Summary Directness Continuity Street Crossing Visual Interest and Amenity Security Minimum LOS Threshold B B B C B Existing Facilities A B B C B Met? Yes Yes Yes Yes Yes 8.2 Bicycle Analysis The City of Fort Collins establishes bicycle level of service (LOS) standards based on the connectivity provided to bike facilities along connecting corridors. These corridors may include on-street bike lanes, off-street paths, or designated on-street bike routes. The City’s definitions for bicycle LOS are presented in Table 7. For the area in which the proposed site is located, the minimum acceptable bicycle LOS is LOS A. Table 7. Bike Level of Service Criteria Level of Service A B C D E F Bike Connectivity Directly connected to both North/South and East/West on-street lanes Directly connected to both North/South and East/West corridors, at least one of which features on street lanes Directly connected to either a North/South or an East/West corridor which features on street lanes Directly connected to either a North/South or an East/West corridor which features an off-street path Indirectly connected via an on street unstriped route along a low volume local street to one or more of the above within ¼ mile No direct or indirect connections to either North/South or East/West corridors As previously discussed in existing conditions, on-street bike lanes currently exist along both sides of Ziegler Road, Rock Creek Drive, and Kechter Road, providing continuous and direct bicycle connectivity from the project site to all directions and nearby schools and activities. The presence of dedicated bike Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 14 September 8, 2025 lanes along these corridors enhances safety, comfort, and user confidence for cyclists. The existing bike facilities are anticipated to be maintained by the proposed development. Based on the availability of these facilities and the directness of the routes, the bicycle level of service for these connections is estimated to be LOS A. 9.0 Signal Warrant Analysis 9.1 MUTCD Criteria In order to evaluate the need for a traffic signal, warrant criteria contained in the Manual on Uniform Traffic Control Devices3 (MUTCD) were reviewed and applied to the intersection of Ziegler Road at Saber Cat Drive. Per the MUTCD, an engineering evaluation should be performed to determine if a traffic signal is warranted based on traffic data (vehicular) and physical characteristics of an intersection. The MUTCD provides criteria for nine (9) warrants related to the safety and operation of the intersection. The MUTCD traffic signal warrants are as follows: Warrant 1 – Eight Hour Vehicular Volume Warrant 2 – Four-Hour Vehicular Volume Warrant 3 – Peak Hour Warrant 4 – Pedestrian Volume Warrant 5 – School Crossing Warrant 6 – Coordinated Signal System Warrant 7 – Crash Experience Warrant 8 – Roadway Network Warrant 9 – Intersection Near a Grade Crossing (Railroad) The MUTCD guidance states that a traffic signal should not be installed unless one or more of the warrants are met. Though, the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a signal. The MUTCD also states that a traffic signal should not be installed unless an engineering study finds that installing a traffic signal will improve the overall safety and operation of the intersection. For this study, the Peak Hour (Warrant 3) was selected as the most feasible warrant for planning-level evaluation at the intersection of Ziegler Road and Saber Cat Drive/County Fair Lane. The MUTCD states “this signal warrant should be applied only in unusual cases, such as office complexes, manufacturing plants, industrial complexes, or high-occupancy vehicle facilities that attract or discharge large numbers 3 Manual on Uniform Traffic Control Devices. Federal Highway Administration. Washington, D.C. 2009. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 14 September 8, 2025 of vehicles over a short time.” A school may fall under this unusual circumstance, but this warrant should be used with caution and additional warrants should be reviewed for certainty on the need for a traffic signal. Other warrants such as the Eight-Hour Vehicular Volume Warrant (Warrant 1) and Four-Hour Vehicular Volume Warrant (Warrant 2) were not evaluated in detail because the available turning-movement counts indicated that one-hour volumes were not nearing the minimum thresholds for those warrants. Similarly, the Pedestrian (Warrant 4) and School Crossing (Warrant 5) warrants were not pursued because pedestrian counts at this location were negligible. The Crash Experience Warrant (Warrant 7) may be considered in the future if crash history demonstrates patterns correctable by signalization, but current records do not indicate such a condition. Per the City of Fort Collins’ request, Warrant 3 was specifically analyzed at this location due to anticipated traffic associated with the Southeast Community Center project, including the proposed library and recreation uses, as well as the presence of three schools within one mile of the intersection. These nearby land uses are expected to generate peak-hour traffic patterns and turning movements that could increase minor-street delays during school arrival and dismissal periods, making the Peak Hour Warrant the most relevant screening tool in this context for planning purposes. 9.2 MUTCD Warrant 3: Peak Hour The Peak Hour signal warrant is intended for use at a location where traffic conditions are such that for a minimum of one (1) hour of an average day, the minor-street traffic suffers undue delay when entering or crossing the major street. The need for a traffic control signal shall be considered if an engineering study finds that the criteria in either of the following two categories are met: A.If all three of the following conditions exist for the same one (1) hour (any four consecutive 15- minute periods) of an average day: 1.The total stopped time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: four (4) vehicle-hours for a one- lane approach or five (5) vehicle-hours for a two-lane approach; and 2.The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes; and 3.The total entering volume serviced during the hour equals or exceeds 650 vehicles per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 15 September 8, 2025 B.The plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in the MUTCD (Figure 4C-3) for the existing combination of approach lanes. 9.3 Study Considerations and Warrant 3 Analysis The criteria of the MUTCD signal warrants are based on the volume, speed limit, and number of approach lanes. The following existing conditions were used in the signal warrant analysis: Major Street: Ziegler Road o Posted speed: 40 mph o Three-lane approach (left, through and right-turn lanes) Minor Street: Saber Cat Drive/County Fair Lane o Speed limit: 25 mph o Two-lane approach (left and through/ right-turn lanes) The analysis used the turning-movement counts collected during the AM and PM peak hours for existing conditions, along with projected peak-hour traffic volumes for future scenarios estimated by applying the annual growth factor described previously. To evaluate whether the conditions for Category A of the Peak Hour Delay Warrant were met, delay results from the Synchro analysis were applied. In summary, the peak hour warrant was determined to not be met with existing or future conditions, without or with the Southeast Community Center. Table 8 summarizes the Warrant 3 evaluation. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 16 September 8, 2025 Table 8. Summary of Warrant 3, Peak Hour (AM/PM) Scenario Vehicles per hour on the major street (total of both approaches) Vehicles per hour on the higher-volume minor-street approach (one direction only) Category A Met? Category B Met? Year 2025 Existing 938/1172 79/41 No No Year 2028 Background 985/1215 90/50 No No Year 2028 Background + Southeast Community Center (background + completion of Project) 1052/1345 90/50 No No Year 2045 Background 1165/1450 105/55 No No Year 2045 Background + Southeast Community Center (background + completion of Project) 1232/1580 105/55 No No Warrant 3 is NOT MET 10.0 Conclusion The Southeast Community Center project proposes to construct a two-story recreational center building, a single-story library building, a shared space building and an outdoor pool area (approximately 133,000 square feet). The site is located in the southeast corner of Ziegler Road and Rock Creek Drive in Fort Collins, CO and access is planned to be provided from Ziegler Road and the existing driveway on Rock Creek Drive. Vehicular traffic volumes associated with the project have been analyzed for the existing, short-term (Year 2028), and long-term (Year 2045) scenarios without and with the project. Using ITE trip generation rates, the project is anticipated to generate approximately 4,520 vehicle trips per day, with 223 trips occurring in the morning peak hour and 431 trips occurring in the PM peak hour. Overall, the majority of the study intersections were estimated to operate at acceptable levels of service (LOS C or better) with 95th percentile queues within available storage, so no immediate improvements are needed. It was determined that the existing roadways can accommodate the estimated traffic volumes for buildout conditions, with recommended mitigation measures for existing/background deficiencies. The recommended mitigation measures are intended to address existing and background traffic deficiencies at one intersection and should be considered independent of the proposed development. As Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 17 September 8, 2025 previously discussed, roundabout modifications at Ziegler Road and Kechter Road—where queues are projected to exceed current storage capacities and impact adjacent intersections—would enhance overall intersection operations and alleviate congestion. It is recommended that the City review options to add capacity for the southbound left-turn volume and reduce impact on other approaches. These improvements target pre-existing operational constraints and are not necessitated by the traffic generated by the proposed project. It is likely that these impacts are isolated to peak times associated with school drop-off and pick-up. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC Page 18 September 8, 2025 Tables and Figures: Table 1 – Peak Hour Intersection Level of Service Summary Table 2 – Peak Hour Estimated Queues Table 3 – Trip Generation Summary Table 4 – Trip Distribution Summary [IN REPORT] Table 5 – Targeted Level of Service by Pedestrian Priority Area [IN REPORT] Table 6 – Pedestrian Level-of-Service Summary [IN REPORT] Table 7 – Bike Level of Service Criteria [IN REPORT] Table 8 – Summary of Warrant 3, Peak Hour (AM/PM) [IN REPORT] Figure 1 – Vicinity Map Figure 2 – Conceptual Site Plan Figure 3 – Year 2025 Existing Traffic Volumes Figure 4 – Year 2028 Background Traffic Volumes Figure 5 – Year 2045 Background Traffic Volumes Figure 6 –Trip Distribution Figure 7 – Site-Generated Trips Figure 8 – Year 2028 Background + Project Traffic Volumes Figure 9 – Year 2045 Background + Project Traffic Volumes FT#25082 Southeast Community Center Traffic Impact Study 9/5/2025 Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS SIGNAL CONTROL 2. Ziegler Rd at Rock Creek Dr 13 B 13 B 14 B 14 B 15 B 17 B 16 B 16 B 17 B 20 C Eastbound Left + Through + Right 17 B 22 C 17 B 23 C 18 B 29 C 20 C 28 C 22 C 35 D Westbound Left 14 B 21 C 15 B 21 C 15 B 26 C 17 B 26 C 18 B 31 C Westbound Through 14 B 20 C 15 B 21 C 15 B 25 C 17 B 25 C 17 B 29 C Westbound Right 16 B 22 C 16 B 23 C 16 B 27 C 19 B 28 C 19 B 32 C Northbound Left 8 A 8 A 8 A 8 A 9 A 12 B 9 A 10 A 10 A 17 B Northbound Through 15 B 12 B 15 B 12 B 16 B 13 B 17 B 13 B 19 B 15 B Northbound Right 9 A 8 A 10 A 8 A 10 B 8 A 10 A 7 A 11 B 8 A Southbound Left 9 A 7 A 9 A 7 A 11 B 9 A 11 B 8 A 13 B 10 A Southbound Through 11 B 14 B 11 B 14 B 13 B 19 B 12 B 16 B 14 B 23 C Southbound Right 9 A 7 A 9 A 7 A 10 B 9 A 10 A 7 A 11 B 9 A STOP SIGN CONTROL 1. Rock Creek Dr at High School Driveway 1 A 2 A 1 A 2 A 2 A 4 A 1 A 2 A 2 A 4 A Eastbound Through 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Eastbound Right 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Westbound Left + Through 8 A 8 A 8 A 8 A 8 A 8 A 8 A 8 A 8 A 8 A Northbound Left 11 B 11 B 11 B 11 B 12 B 12 B 11 B 12 B 12 B 13 B Northbound Right 0 A 10 A 0 A 10 A 9 A 10 A 0 A 10 A 9 A 10 B 3. Ziegler Rd at Saber Cat Dr/County Fair Ln 3 A 2 A 4 A 3 A 4 A 4 A 6 A 5 A 6 A 7 A Eastbound Left 28 D 42 E 31 D 51 F 35 E 69 F 49 E 105 F 58 F 161 F Eastbound Through + Right 11 B 15 B 15 B 20 C 16 C 23 C 16 C 25 C 17 C 29 D Westbound Left 27 D 46 E 32 D 58 F 37 E 84 F 56 F 119 F 69 F 187 F Westbound Through + Right 14 B 13 B 16 C 17 C 17 C 20 C 19 C 21 C 21 C 25 C Northbound Left 8 A 9 A 8 A 9 A 8 A 9 A 8 A 10 A 8 A 10 B Northbound Through 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Northbound Right 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Southbound Left 9 A 9 A 9 A 9 A 10 A 9 A 10 A 9 A 10 B 10 A Southbound Through 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Southbound Right 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 5. Ziegler Rd at New Access 1 A 1 A 2 A 2 A Westbound Right 0 A 0 A 14 B 14 B Northbound Through + Right 11 B 10 B 12 B 10 B Southbound Left 0 A 0 A 8 A 8 A Southbound Through 0 A 0 A 0 A 0 A ROUNDABOUT CONTROL 4. Ziegler Rd at Kechter Rd 22 C 14 B 27 D 16 C 28 D 19 C 61 F 31 D 69 F 41 E Eastbound Left + Through + Right 10 B 11 B 11 B 12 B 13 B 14 B 14 B 18 C 15 B 21 C Westbound Left + Through + Right 41 E 13 B 52 F 15 B 54 F 17 C 136 F 25 D 158 F 33 D Northbound Left + Through + Right 18 C 14 B 20 C 16 C 23 C 18 C 39 E 26 D 43 E 8 A Southbound Left + Through + Right 9 A 17 C 9 A 19 C 12 B 24 C 10 A 45 E 10 B 63 F AM Peak Table 1 - Peak Hour Intersection Level of Service Summary Year 2028 Background Intersections and Lane Groups Year 2025 Existing AM Peak PM Peak AM Peak PM Peak Year 2028 with Project Year 2045 with Project AM Peak PM PeakPM Peak Project Access Project Access Project Access Year 2045 Background AM Peak PM Peak Page 1 of 1 25082_LOS_Queue FT#25082 Southeast Community Center Traffic Impact Study 9/5/2025 AM PM AM PM AM PM AM PM AM PM 1. Rock Creek Dr at High School Driveway Eastbound Through - - - -- - - - - - 0' - Eastbound Right - - - -- - - - - - 0'190' Westbound Left + Through 0' 0' 0' 0'3' 3' 0' 0' 3' 3' 3' - Northbound Left 3' 5' 3' 5'5' 10' 3' 8' 5' 13' 13' 185' Northbound Right - 3' - 3'3' 10' - 3' 3' 10' 10' - 2. Ziegler Rd at Rock Creek Dr Eastbound Left + Through + Right 113' 60' 123' 71'148' 88' 166' 86' 193' 108' 193' - Westbound Left 38' 54' 42' 56'44' 57' 52' 67' 53' 69' 69' 175' Westbound Through 31' 34' 36' 36'37' 36' 45' 41' 45' 41' 45' - Westbound Right 30' 14' 31' 15'32' 24' 34' 26' 35' 36' 36' 225' Northbound Left 29' 17' 31' 18'46' 69' 34' 20' 50' 141' 141' 215' Northbound Through 366' 308' 376' 318'393' 376' 474' 409' 497' 475' 497' - Northbound Right 0' 0' 1' 0'0' 0' 6' 0' 6' 0' 6' 175' Southbound Left 33' 41' 34' 43' 37' 47' 39' 48' 42' 52'52' 350' Southbound Through 151' 467' 157' 484'182' 549' 184' 661' 210' 787' 787' - Southbound Right 0' 9' 0' 11'0' 11' 0' 16' 0' 16' 16' - 3. Ziegler Rd at Saber Cat Dr/County Fair Ln Eastbound Left 5' 10' 8' 18'8' 23' 15' 40' 18' 53' 53' 120' Eastbound Through + Right 3' 3' 3' 8'5' 10' 5' 13' 5' 15' 15' - Westbound Left 23' 23' 30' 33'35' 43' 60' 55' 70' 70' 70' 150' Westbound Through + Right 20' 8' 25' 13'28' 15' 38' 20' 43' 23' 43' - Northbound Left 0' 0' 0' 3'0' 3' 0' 3' 0' 3' 3' - Northbound Through 0' 0' 0' 0'0' 0' 0' 0' 0' 0' 0' - Northbound Right 0' 0' 0' 0'0' 0' 0' 0' 0' 0' 0' 145' Southbound Left 5' 3' 5' 3'5' 5' 8' 5' 8' 5' 8' - Southbound Through 0' 0' 0' 0'0' 0' 0' 0' 0' 0' 0' - Southbound Right 0' 0' 0' 0'0' 0' 0' 0' 0' 0' 0' 150' 4. Ziegler Rd at Kechter Rd Eastbound Left + Through + Right 79' 70' 89' 76'106' 85' 133' 119' 145' 135' 145' - Westbound Left + Through + Right 457' 178' 579' 201'586' 241' 1444' 406' 1649' 509' 1649' - Northbound Left + Through + Right 219' 98' 246' 111'271' 127' 499' 185' 524' 212' 524' - Southbound Left + Through + Right 48' 256' 54' 291'118' 423' 76' 725' 83' 1023' 1023' - 5. Ziegler Rd at New Access Westbound Right 15' 55' 20' 70' 70' - Northbound Through + Right 0' 0' 0' 0' 0' - Southbound Left 8' 10' 10' 13' 13' - Southbound Through 0' 0' 0' 0' 0' - Stop Control Stop Control Project Access Project Access Roundabout Roundabout Roundabout Roundabout Roundabout Stop Control Stop Control Stop Control Stop Control Stop Control Signal Signal Signal Signal Signal Table 2 - Peak Hour Estimated Queues Existing Storage Max. QueueIntersections and Lane Groups 95th% Queue 95th% Queue 2025 Existing Stop Control Stop Control 2028 Background 2045 Background2028 with Project 2045 with Project 95th% Queue95th% Queue 95th% Queue Stop ControlStop ControlStop Control Page 1 of 1 25082_LOS_Queue Southeast Community Center - City of Fort Collins, CO (FT# 25082) Traffic Impact Study Land Use Size Unit Rate Total In Out Rate Total In Out Rate Total In Out ITE #495 - Recreational Community Center 112 sq. ft. 0.95 28.82 3057 1529 1528 1.91 203 134 69 2.50 265 125 140 ITE #590 - Library 21 sq. ft. 0.95 72.05 1465 733 732 1.00 20 14 6 8.16 166 80 86 4,522 2,262 2,260 223 148 75 431 205 226 Source : ITE Trip Generation 11th Edition, 2021. Total Added Trips Table 3 - Trip Generation Summary Non-Auto Factor Average Daily Trips AM Peak Hour Trips PM Peak Hour Trips Page 1 9/5/2025 ZI E G L E R R D ROCK CREEK DR KECHTER RD SABER C A T D R PROJECT SITE Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE VICINITY MAP SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 1 REFER TO LATEST SITE PLAN FOR EXACT DESIGN AND DETAILS Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE CONCEPTUAL SITE PLAN SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 2 Existing Access Full Movement Stop-Controlled New Access Three-quarter movement (Left-in/Right-in/Right-out) Stop-Controlled 12 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1. ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CRE EK DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2025 EXISTING TRAFFIC VOLUMES SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 3 12 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1. ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CRE EK DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2028 BACKGROUND TRAFFIC VOLUMES SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 4 12 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1. ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CRE EK DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2045 BACKGROUND TRAFFIC VOLUMES SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 5 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1.ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CR E E K DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE PROJECT SITE 2 1 5 5 . Z I E G L ER ROAD AT N EW A C C ESS 15% TO/FROM THE EAST VIA ROCK CREEK RD 30% TO/FROM THE NORTH VIA ZIEGLER RD 25% TO/FROM THE WEST VIA ROCK CREEK RD 30% TO/FROM THE SOUTH VIA ZIEGLER RD Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE TRIP DISTRIBUTION SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 6 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1.ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CR E E K DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE PROJECT SITE 2 1 5 5 . Z I E G L ER ROAD AT N EW A C C ESS Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE SITE-GENERATED TRIPS SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 7 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1.ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CR E EK DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE PROJECT SITE 2 1 5 5 . Z I E G L ER ROAD AT N EW A C C ESS Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2028 BACKGROUND + PROJECT TRAFFIC VOLUMES SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 8 3 4 ROCK CREEK DR SABER CAT DR KECHTER RD ZI E G L E R R D COUNTY FAIR LN ZI E G L E R R D 1.ROCK CREEK DRIVE AT HIGH SCHOOL DR IVEWAY 2 . Z I EGLER ROAD AT ROCK CR E EK DR IVE 4 .Z I EGLER ROAD AT KEC H T E R ROAD 3 . Z I EGLER ROAD AT SABER CA T DR IVE PROJECT SITE 2 1 5 5 . Z I E G L ER ROAD AT N EW A C C ESS Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2045 BACKGROUND + PROJECT TRAFFIC VOLUMES SOUTHEAST COMMUNITY CENTER TRAFFIC IMPACT STUDY - FORT COLLINS, CO 25082 NTS 09/08/2025 ANG 9 Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Appendix: Transportation Impact Study Base Assumptions Existing Traffic Data Level of Service Definitions Intersection Capacity Worksheets Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Transportation Impact Study Base Assumptions Chapter 4 – Attachments Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-35 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment A Transportation Impact Study Base Assumptions Project Information Project Name Project Location TIS Assumptions Type of Study Full: Intermediate: MTIS: Memo: Study Area Boundaries North: South: East:West: Study Years Short Range: Long Range: Future Traffic Growth Rate Study Intersections 1.All access drives 5. 2.6. 3.7. 4.8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: Trip Generation Rates Trip Adjustment Factors Passby: Captive Market: Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions Design Vehicle Information Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study Date: Traffic Engineer: Local Entity Engineer: Chapter 4 – Attachments Page 4-36 Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment B Transportation Impact Study Pedestrian Analysis Worksheet DESTINATION Or i g i n ( p r o j e c t l a n d u s e ) Rec. Res. Inst. Ofc/Bus. Com. Ind. Other (Specify) Recreation 1) Residential Institution (school, church, civic) Office/Business Commercial Industrial Other (specify) INSTRUCTIONS: Identify the pedestrian destinations within 1320’ (1.5 miles for schools) of the project boundary in the spaces above. The pedestrian Level of Service for the facility/corridor linking these destinations to the project site will be based on the directness, continuity, types of street crossings, walkway surface condition, visual interest/amenity, and security of the selected route(s). 12 Dwelling units or more. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Existing Traffic Data www.idaxdata.com Date: Peak Hour Count Period: Peak Hour: HV%PHF EB 2%0.93 WB 1%0.80 NB 0%0.50 SB ---- TOTAL 2%0.87 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:30 AM 0 0 23 7 0 1 44 0 0 0 0 0 0 0 0 0 75 0 7:45 AM 0 0 23 13 0 3 51 0 0 1 0 0 0 0 0 0 91 0 8:00 AM 0 0 21 16 0 3 38 0 0 3 0 0 0 0 0 0 81 0 8:15 AM 0 0 18 17 0 5 27 0 0 2 0 0 0 0 0 0 69 316 0 0 85 53 0 12 160 0 0 6 0 0 0 0 0 0 316 0 0 2 1 0 0 2 0 0 0 0 0 0 0 0 0 5 --2%2%-0%1%--0%------2% EB WB NB SB EB WB NB SB E W N S 7:30 AM 1 1 0 0 3 0 0 0 0 0 0 3 7:45 AM 0 0 0 0 0 1 0 0 0 0 0 1 8:00 AM 1 1 0 0 2 0 0 0 0 0 0 1 8:15 AM 1 0 0 0 0 3 0 0 0 0 0 4 Peak Hour 3 2 0 0 5 4 0 0 0 0 0 959 9 4 2 2 1 1 3 2 3 3 0 1 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 Rock Creek Dr Rock Creek Dr High School Driveway n/a 15-min Total 7:30 AM to 8:30 AM 4/16/2025 7:00 AM to 10:00 AM 2 3 00 4 0 0 9 0 0 N High School Driveway Rock Creek Dr Rock Creek Dr Hi g h S c h o o l Dr i v e w a y Rock Creek Dr 316TEV: 0.8681PHF: 160 12 172 850 06 665 0 53 85138 166 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 9 1 0 1 21 0 0 0 0 0 0 0 0 0 32 0 7:15 AM 0 0 20 3 0 0 28 0 0 0 0 0 0 0 0 0 51 0 7:30 AM 0 0 23 7 0 1 44 0 0 0 0 0 0 0 0 0 75 0 7:45 AM 0 0 23 13 0 3 51 0 0 1 0 0 0 0 0 0 91 249 8:00 AM 0 0 21 16 0 3 38 0 0 3 0 0 0 0 0 0 81 298 8:15 AM 0 0 18 17 0 5 27 0 0 2 0 0 0 0 0 0 69 316 8:30 AM 0 0 19 16 0 5 24 0 0 6 0 0 0 0 0 0 70 311 8:45 AM 0 0 23 17 0 4 22 0 0 5 0 0 0 0 0 0 71 291 9:00 AM 0 0 13 7 0 4 21 0 0 2 0 0 0 0 0 0 47 257 9:15 AM 0 0 8 3 0 2 15 0 0 1 0 0 0 0 0 0 29 217 9:30 AM 0 0 13 1 0 0 17 0 0 3 0 0 0 0 0 0 34 181 9:45 AM 0 0 10 0 0 0 19 0 0 0 0 0 0 0 0 0 29 139 Count Total 0 0 200 101 0 28 327 0 0 23 0 0 0 0 0 0 679 0 0 85 53 0 12 160 0 0 6 0 0 0 0 0 0 316 0 0 2 1 0 0 2 0 0 0 0 0 0 0 0 0 5 --2%2%-0%1%--0%------2% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 0 0 1 0 0 0 0 0 0 1 7:15 AM 0 1 0 0 0 1 0 0 0 3 0 4 7:30 AM 1 1 0 0 3 0 0 0 0 0 0 3 7:45 AM 0 0 0 0 0 1 0 0 0 0 0 1 8:00 AM 1 1 0 0 2 0 0 0 0 0 0 1 8:15 AM 1 0 0 0 0 3 0 0 0 0 0 4 8:30 AM 1 0 2 0 0 1 0 0 0 0 0 2 8:45 AM 6 3 5 0 0 0 0 0 0 0 0 1 9:00 AM 0 1 1 0 0 0 0 0 0 0 0 5 9:15 AM 0 1 0 0 2 0 0 0 0 0 0 1 9:30 AM 0 0 1 0 0 1 0 0 0 0 0 3 9:45 AM 0 1 0 0 0 0 0 0 0 0 0 3 Count Total 10 9 9 0 8 7 0 0 0 3 0 29 Peak Hour 3 2 0 0 5 4 0 0 0 0 0 9 28 15 32 5 9 9 1 1 3 1 0 3 2 0 5 1 2 1 3 1 2 14 0 1 2 2 1 1 3 4 2 3 3 0 1 1 0 1 1 1 1 7 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr High School Driveway n/a 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 1 0 0 0 0 0 0 0 0 0 1 0 7:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 5 8:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5 8:30 AM 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 3 6 8:45 AM 0 0 1 5 0 1 2 0 0 5 0 0 0 0 0 0 14 20 9:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 20 9:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 20 9:30 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 18 9:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5 Count Total 0 0 3 7 0 2 7 0 0 9 0 0 0 0 0 0 28 Pk Hr Heavy 0 0 2 1 0 0 2 0 0 0 0 0 0 0 0 0 5 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 7:30 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 7:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 6 8:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8:15 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 9 8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 7 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 3 9:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Count Total 0 0 5 3 0 0 7 0 0 0 0 0 0 0 0 0 15 Pk Hr Bike 0 0 3 2 0 0 4 0 0 0 0 0 0 0 0 0 9 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr High School Driveway n/a Interval Start Rock Creek Dr Rock Creek Dr High School Driveway n/a 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 4%0.79 WB 2%0.90 NB 19%0.50 SB ---- TOTAL 5%0.80 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 3:30 PM 0 0 25 2 0 0 30 0 0 2 0 1 0 0 0 0 60 0 3:45 PM 0 0 32 1 0 2 29 0 0 5 0 3 0 0 0 0 72 0 4:00 PM 0 0 33 2 0 2 21 0 0 4 0 1 0 0 0 0 63 0 4:15 PM 0 0 42 2 0 1 27 0 0 9 0 7 0 0 0 0 88 283 0 0 132 7 0 5 107 0 0 20 0 12 0 0 0 0 283 0 0 2 3 0 2 0 0 0 5 0 1 0 0 0 0 13 --2%43%-40%0%--25%-8%----5% EB WB NB SB EB WB NB SB E W N S 3:30 PM 0 0 0 0 0 1 0 0 0 0 0 1 3:45 PM 1 1 0 0 1 0 1 0 0 0 0 1 4:00 PM 3 1 0 0 1 0 0 0 0 0 0 2 4:15 PM 1 0 6 0 0 1 1 0 0 0 0 2 Peak Hour 5 2 6 0 2 2 2 0 0 0 0 6136 6 2 4 1 2 7 2 0 1 1 2 2 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 Rock Creek Dr Rock Creek Dr High School Driveway n/a 15-min Total 3:30 PM to 4:30 PM 4/16/2025 2:00 PM to 6:00 PM 0 2 02 2 0 0 6 0 0 N High School Driveway Rock Creek Dr Rock Creek Dr Hi g h S c h o o l Dr i v e w a y Rock Creek Dr 283TEV: 0.8040PHF: 107 5 112 1440 1220 3212 0 7 132139 127 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 2:00 PM 0 0 26 0 0 0 16 0 0 5 0 0 0 0 0 0 47 0 2:15 PM 0 0 14 3 0 1 15 0 0 3 0 2 0 0 0 0 38 0 2:30 PM 0 0 26 5 0 0 21 0 0 6 0 4 0 0 0 0 62 0 2:45 PM 0 0 18 1 0 0 36 0 0 9 0 2 0 0 0 0 66 213 3:00 PM 0 0 14 0 0 0 34 0 0 4 0 0 0 0 0 0 52 218 3:15 PM 0 0 25 3 0 1 26 0 0 5 0 2 0 0 0 0 62 242 3:30 PM 0 0 25 2 0 0 30 0 0 2 0 1 0 0 0 0 60 240 3:45 PM 0 0 32 1 0 2 29 0 0 5 0 3 0 0 0 0 72 246 4:00 PM 0 0 33 2 0 2 21 0 0 4 0 1 0 0 0 0 63 257 4:15 PM 0 0 42 2 0 1 27 0 0 9 0 7 0 0 0 0 88 283 4:30 PM 0 0 22 1 0 0 24 0 0 3 0 1 0 0 0 0 51 274 4:45 PM 0 0 31 1 0 0 32 0 0 0 0 1 0 0 0 0 65 267 5:00 PM 0 0 37 0 0 0 29 0 0 2 0 2 0 0 0 0 70 274 5:15 PM 0 0 39 1 0 2 24 0 0 2 0 1 0 0 0 0 69 255 5:30 PM 0 0 35 1 0 1 30 0 0 0 0 1 0 0 0 0 68 272 5:45 PM 0 0 25 1 0 0 17 0 0 0 0 1 0 0 0 0 44 251 Count Total 0 0 444 24 0 10 411 0 0 59 0 29 0 0 0 0 977 0 0 132 7 0 5 107 0 0 20 0 12 0 0 0 0 283 0 0 2 3 0 2 0 0 0 5 0 1 0 0 0 0 13 --2%43%-40%0%--25%-8%----5% EB WB NB SB EB WB NB SB E W N S 2:00 PM 1 0 0 0 0 0 0 0 0 0 0 4 2:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 2:30 PM 1 0 0 0 0 1 0 0 0 0 0 2 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 1 0 0 0 2 1 0 0 0 0 0 0 3:15 PM 0 1 0 0 1 0 0 0 0 0 0 3 3:30 PM 0 0 0 0 0 1 0 0 0 0 0 1 3:45 PM 1 1 0 0 1 0 1 0 0 0 0 1 4:00 PM 3 1 0 0 1 0 0 0 0 0 0 2 4:15 PM 1 0 6 0 0 1 1 0 0 0 0 2 4:30 PM 0 0 0 0 2 1 0 0 0 0 0 2 4:45 PM 1 0 0 0 1 1 0 0 0 0 0 0 5:00 PM 1 1 0 0 0 0 0 0 0 0 0 3 5:15 PM 0 0 0 0 2 1 0 0 0 0 0 6 5:30 PM 0 1 0 0 1 3 0 0 0 0 0 4 5:45 PM 0 0 0 0 0 3 0 0 0 0 0 4 Count Total 10 6 6 0 11 13 2 0 0 0 0 36 Peak Hour 5 2 6 0 2 2 2 0 0 0 0 6 22 26 36 13 6 6 1 4 4 0 3 4 2 0 3 0 3 6 0 3 2 1 2 0 4 1 2 7 2 2 0 1 1 2 2 1 1 3 0 1 1 3 1 1 2 0 0 2 1 0 4 1 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr High School Driveway n/a 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 2:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 3:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 4 4:00 PM 0 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 4 7 4:15 PM 0 0 0 1 0 0 0 0 0 5 0 1 0 0 0 0 7 13 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 4:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12 5:00 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 10 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 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 7 3 0 3 3 0 0 5 0 1 0 0 0 0 22 Pk Hr Heavy 0 0 2 3 0 2 0 0 0 5 0 1 0 0 0 0 13 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 4 3:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 3:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5 3:45 PM 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 7 4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 4:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 6 4:30 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 8 4:45 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 8 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5:15 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 8 5:30 PM 0 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 4 9 5:45 PM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 10 Count Total 0 0 11 0 0 0 13 0 0 2 0 0 0 0 0 0 26 Pk Hr Bike 0 0 2 0 0 0 2 0 0 2 0 0 0 0 0 0 6 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr High School Driveway n/a Interval Start Rock Creek Dr Rock Creek Dr High School Driveway n/a 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%0.72 WB 2%0.80 NB 0%0.95 SB 3%0.87 TOTAL 1%0.99 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:30 AM 0 24 15 10 0 5 8 30 0 4 135 7 0 8 51 4 301 0 7:45 AM 0 7 8 7 0 11 6 34 0 8 135 16 0 15 57 3 307 0 8:00 AM 0 13 10 7 0 8 8 23 0 24 117 9 0 18 63 5 305 0 8:15 AM 0 13 9 19 0 8 3 19 0 20 122 7 0 21 63 6 310 1,223 0 57 42 43 0 32 25 106 0 56 509 39 0 62 234 18 1,223 0 1 0 0 0 2 1 0 0 0 1 2 0 2 6 0 15 -2%0%0%-6%4%0%-0%0%5%-3%3%0%1% EB WB NB SB EB WB NB SB E W N S 7:30 AM 0 1 1 1 0 0 1 2 0 0 0 2 7:45 AM 1 0 1 2 0 1 0 0 1 0 0 1 8:00 AM 0 1 0 4 1 0 0 1 1 1 0 2 8:15 AM 0 1 1 1 0 3 0 0 1 1 0 1 Peak Hour 1 3 3 8 1 4 1 3 3 2 0 6159 11 3 5 2 4 3 3 3 3 2 4 1 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 Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd 15-min Total 7:30 AM to 8:30 AM 4/16/2025 7:00 AM to 10:00 AM 0 1 0 0 0 3 100 1 3 0 0 6 2 3 N Ziegler Rd Rock Creek Dr Rock Creek Dr Zi e g l e r R d Rock Creek Dr Zi e g l e r R d 1,223TEV: 0.9863PHF: 18 23 4 62 31 4 67 2 0 106 25 32 163 1430 39 50 956 60 4 30 9 0 43 42 57 142 99 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 1 1 8 0 2 3 11 0 13 58 7 0 4 32 2 142 0 7:15 AM 0 29 17 17 0 4 9 19 0 18 100 6 0 8 33 5 265 0 7:30 AM 0 24 15 10 0 5 8 30 0 4 135 7 0 8 51 4 301 0 7:45 AM 0 7 8 7 0 11 6 34 0 8 135 16 0 15 57 3 307 1,015 8:00 AM 0 13 10 7 0 8 8 23 0 24 117 9 0 18 63 5 305 1,178 8:15 AM 0 13 9 19 0 8 3 19 0 20 122 7 0 21 63 6 310 1,223 8:30 AM 0 5 6 13 0 3 5 22 0 3 124 11 0 21 52 3 268 1,190 8:45 AM 0 15 12 7 0 8 4 16 0 4 112 10 0 18 63 8 277 1,160 9:00 AM 0 2 4 2 0 3 5 15 0 1 86 4 0 11 44 3 180 1,035 9:15 AM 0 2 1 7 0 5 3 8 0 1 76 4 0 7 54 4 172 897 9:30 AM 0 8 4 0 0 1 5 13 0 0 73 3 0 7 44 5 163 792 9:45 AM 0 5 6 2 0 2 5 12 0 0 86 2 0 4 57 6 187 702 Count Total 0 124 93 99 0 60 64 222 0 96 1,224 86 0 142 613 54 2,877 0 57 42 43 0 32 25 106 0 56 509 39 0 62 234 18 1,223 0 1 0 0 0 2 1 0 0 0 1 2 0 2 6 0 15 -2%0%0%-6%4%0%-0%0%5%-3%3%0%1% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 2 1 2 0 0 0 0 1 0 1 7:15 AM 1 1 1 3 0 0 0 0 0 0 0 1 7:30 AM 0 1 1 1 0 0 1 2 0 0 0 2 7:45 AM 1 0 1 2 0 1 0 0 1 0 0 1 8:00 AM 0 1 0 4 1 0 0 1 1 1 0 2 8:15 AM 0 1 1 1 0 3 0 0 1 1 0 1 8:30 AM 0 2 1 2 0 0 0 0 1 0 1 0 8:45 AM 1 6 6 3 0 0 1 0 1 0 0 4 9:00 AM 0 3 1 0 0 0 1 0 0 2 0 4 9:15 AM 0 0 1 2 2 0 0 0 1 0 1 2 9:30 AM 1 1 0 1 0 1 0 0 0 2 0 3 9:45 AM 0 2 2 2 0 0 1 0 1 0 2 0 Count Total 4 18 17 22 5 5 4 3 7 7 4 21 Peak Hour 1 3 3 8 1 4 1 3 3 2 0 6 61 17 39 15 9 11 3 1 5 6 1 3 4 1 6 3 2 4 5 0 2 16 1 5 5 2 4 3 3 3 3 3 2 4 1 2 3 2 2 6 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd 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 1 1 0 0 0 1 0 3 0 7:15 AM 0 0 0 1 0 0 0 1 0 1 0 0 0 0 3 0 6 0 7:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 3 0 7:45 AM 0 1 0 0 0 0 0 0 0 0 1 0 0 0 2 0 4 16 8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 1 3 0 5 18 8:15 AM 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 3 15 8:30 AM 0 0 0 0 0 2 0 0 0 0 1 0 0 1 1 0 5 17 8:45 AM 0 0 1 0 0 5 1 0 0 0 2 4 0 1 1 1 16 29 9:00 AM 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 0 4 28 9:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 3 28 9:30 AM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 3 26 9:45 AM 0 0 0 0 0 0 1 1 0 0 2 0 0 1 1 0 6 16 Count Total 0 2 1 1 0 10 5 3 0 2 9 6 0 5 15 2 61 Pk Hr Heavy 0 1 0 0 0 2 1 0 0 0 1 2 0 2 6 0 15 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 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 1 0 2 0 0 3 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 6 8:15 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 9 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 8:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 6 9:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 5 9:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 9:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5 9:45 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 5 Count Total 0 2 3 0 0 0 4 1 0 1 2 1 0 3 0 0 17 Pk Hr Bike 0 0 1 0 0 0 3 1 0 0 0 1 0 3 0 0 9 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd Interval Start Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd 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%0.84 WB 0%0.86 NB 1%0.84 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 4:30 PM 0 10 5 4 0 3 7 17 0 4 118 5 0 12 149 11 345 0 4:45 PM 0 4 4 4 0 14 3 19 0 8 95 3 0 23 140 15 332 0 5:00 PM 0 3 8 9 0 14 6 15 0 8 95 2 0 26 159 19 364 0 5:15 PM 0 4 4 8 0 12 6 8 0 7 129 8 0 25 172 10 393 1,434 0 21 21 25 0 43 22 59 0 27 437 18 0 86 620 55 1,434 0 0 0 0 0 0 0 0 0 1 3 0 0 1 2 0 7 -0%0%0%-0%0%0%-4%1%0%-1%0%0%0% EB WB NB SB EB WB NB SB E W N S 4:30 PM 0 0 1 0 0 1 0 0 0 0 1 3 4:45 PM 0 0 1 1 0 1 0 0 0 0 0 1 5:00 PM 0 0 1 2 0 0 0 1 1 0 2 1 5:15 PM 0 0 1 0 2 1 0 1 1 2 0 5 Peak Hour 0 0 4 3 2 3 0 2 2 2 3 1077 17 8 3 1 4 1 4 1 1 4 2 1 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 Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd 15-min Total 4:30 PM to 5:30 PM 4/16/2025 2:00 PM to 6:00 PM 0 2 0 0 1 1 000 0 1 2 3 10 2 2 N Ziegler Rd Rock Creek Dr Rock Creek Dr Zi e g l e r R d Rock Creek Dr Zi e g l e r R d 1,434TEV: 0.9122PHF: 55 62 0 86 76 1 51 7 0 59 22 43 124 1250 18 43 727 48 2 68 8 0 25 21 21 67 104 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 2:00 PM 0 8 5 2 0 5 5 11 0 4 64 4 0 16 88 6 218 0 2:15 PM 0 9 9 5 0 4 7 12 0 11 75 2 0 7 93 7 241 0 2:30 PM 0 14 16 12 0 5 5 22 0 11 86 2 0 13 89 4 279 0 2:45 PM 0 5 4 7 0 13 11 24 0 14 102 3 0 13 114 13 323 1,061 3:00 PM 0 11 4 25 0 14 10 15 0 9 85 4 0 8 117 6 308 1,151 3:15 PM 0 2 5 16 0 7 5 21 0 11 125 7 0 17 119 9 344 1,254 3:30 PM 0 10 7 10 0 9 5 19 0 7 102 5 0 16 117 10 317 1,292 3:45 PM 0 5 7 6 0 8 5 23 0 5 93 5 0 21 122 9 309 1,278 4:00 PM 0 8 5 11 0 7 6 14 0 8 84 5 0 25 143 14 330 1,300 4:15 PM 0 9 8 11 0 12 8 16 0 7 90 11 0 27 163 14 376 1,332 4:30 PM 0 10 5 4 0 3 7 17 0 4 118 5 0 12 149 11 345 1,360 4:45 PM 0 4 4 4 0 14 3 19 0 8 95 3 0 23 140 15 332 1,383 5:00 PM 0 3 8 9 0 14 6 15 0 8 95 2 0 26 159 19 364 1,417 5:15 PM 0 4 4 8 0 12 6 8 0 7 129 8 0 25 172 10 393 1,434 5:30 PM 0 6 4 5 0 4 10 15 1 7 101 6 0 25 134 14 332 1,421 5:45 PM 0 4 1 3 0 2 5 9 0 8 84 4 0 19 106 18 263 1,352 Count Total 0 112 96 138 0 133 104 260 1 129 1,528 76 0 293 2,025 179 5,074 0 21 21 25 0 43 22 59 0 27 437 18 0 86 620 55 1,434 0 0 0 0 0 0 0 0 0 1 3 0 0 1 2 0 7 -0%0%0%-0%0%0%-4%1%0%-1%0%0%0% EB WB NB SB EB WB NB SB E W N S 2:00 PM 0 0 2 2 0 0 0 0 0 2 0 0 2:15 PM 1 1 1 1 0 0 0 1 0 4 0 0 2:30 PM 1 0 1 2 1 1 0 0 3 0 2 2 2:45 PM 0 0 3 0 0 0 0 0 1 0 1 2 3:00 PM 0 0 0 3 1 1 0 1 0 2 0 2 3:15 PM 0 0 1 1 1 0 1 0 0 2 0 3 3:30 PM 0 0 0 1 0 0 0 2 1 2 1 1 3:45 PM 0 0 2 1 1 1 1 0 0 0 0 0 4:00 PM 1 0 1 5 1 0 0 0 1 3 1 3 4:15 PM 0 5 1 1 0 2 0 3 0 0 0 2 4:30 PM 0 0 1 0 0 1 0 0 0 0 1 3 4:45 PM 0 0 1 1 0 1 0 0 0 0 0 1 5:00 PM 0 0 1 2 0 0 0 1 1 0 2 1 5:15 PM 0 0 1 0 2 1 0 1 1 2 0 5 5:30 PM 0 1 0 0 0 0 0 0 4 0 5 1 5:45 PM 0 0 0 0 0 3 1 1 0 0 0 2 Count Total 3 7 16 20 7 11 3 10 12 17 13 28 Peak Hour 0 0 4 3 2 3 0 2 2 2 3 10 46 31 70 7 7 17 1 0 10 0 5 2 3 1 4 1 4 8 1 1 4 2 1 1 7 1 8 7 5 2 1 2 5 3 3 0 3 3 4 2 2 5 4 2 7 3 0 4 4 0 2 4 1 4 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd 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 2:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 1 1 0 4 0 2:15 PM 0 1 0 0 0 1 0 0 0 1 0 0 0 0 1 0 4 0 2:30 PM 0 0 1 0 0 0 0 0 0 0 1 0 0 0 2 0 4 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 15 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 14 3:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 12 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 9 3:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 3 9 4:00 PM 0 1 0 0 0 0 0 0 0 0 1 0 0 3 2 0 7 13 4:15 PM 0 0 0 0 0 5 0 0 0 0 0 1 0 0 1 0 7 18 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 18 4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 17 5:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 3 13 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 7 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 7 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Count Total 0 2 1 0 0 6 1 0 0 2 12 2 0 7 12 1 46 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 1 3 0 0 1 2 0 7 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2:30 PM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 3 6 3:15 PM 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 2 7 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 7 3:45 PM 0 0 0 1 0 0 1 0 0 0 0 1 0 0 0 0 3 10 4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8 4:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 3 0 5 11 4:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10 4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8 5:15 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 1 0 0 4 7 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:45 PM 0 0 0 0 0 0 3 0 0 0 1 0 0 0 1 0 5 10 Count Total 0 0 5 2 0 2 8 1 0 0 2 1 0 2 7 1 31 Pk Hr Bike 0 0 2 0 0 2 1 0 0 0 0 0 0 1 1 0 7 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd Interval Start Rock Creek Dr Rock Creek Dr Ziegler Rd Ziegler Rd 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%0.88 WB 1%0.51 NB 0%0.96 SB 3%0.91 TOTAL 1%0.91 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:45 AM 0 1 0 3 0 0 0 1 0 2 154 2 0 2 73 1 239 0 8:00 AM 0 4 0 2 0 1 0 7 0 1 143 10 1 6 66 5 246 0 8:15 AM 0 2 0 3 0 12 0 19 0 3 123 38 0 20 65 0 285 0 8:30 AM 0 4 1 1 0 12 1 26 0 0 112 39 0 27 45 0 268 1,038 0 11 1 9 0 25 1 53 0 6 532 89 1 55 249 6 1,038 0 0 0 0 0 0 0 1 0 0 2 1 0 0 10 0 14 -0%0%0%-0%0%2%-0%0%1%0%0%4%0%1% EB WB NB SB EB WB NB SB E W N S 7:45 AM 0 0 1 2 0 0 0 0 1 0 0 0 8:00 AM 0 0 1 4 0 0 0 0 0 0 0 0 8:15 AM 0 1 0 1 1 0 0 0 1 0 2 0 8:30 AM 0 0 1 3 0 0 0 0 2 0 0 0 Peak Hour 0 1 3 10 1 0 0 0 4 0 2 0141 6 2 2 1 3 4 0 3 0 1 5 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 County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd 15-min Total 7:45 AM to 8:45 AM 4/16/2025 7:00 AM to 10:00 AM 0 1 0 0 0 0 000 0 0 0 2 0 0 4 N Ziegler Rd Saber Cat Dr Saber Cat Dr Zi e g l e r R d County Fair Ln Zi e g l e r R d 1,038TEV: 0.9105PHF: 6 24 9 55 31 1 59 7 1 53 1 25 79 1450 89 53 2 6 62 7 28 3 0 9 1 11 21 13 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 4 0 4 0 0 0 0 0 0 73 0 0 0 41 0 122 0 7:15 AM 0 3 0 1 0 0 0 0 0 0 119 1 0 0 54 0 178 0 7:30 AM 0 5 0 4 0 0 0 0 0 1 147 2 0 2 64 0 225 0 7:45 AM 0 1 0 3 0 0 0 1 0 2 154 2 0 2 73 1 239 764 8:00 AM 0 4 0 2 0 1 0 7 0 1 143 10 1 6 66 5 246 888 8:15 AM 0 2 0 3 0 12 0 19 0 3 123 38 0 20 65 0 285 995 8:30 AM 0 4 1 1 0 12 1 26 0 0 112 39 0 27 45 0 268 1,038 8:45 AM 0 3 0 0 0 4 3 18 0 1 101 14 0 18 58 4 224 1,023 9:00 AM 0 3 0 3 0 3 0 5 0 1 81 4 0 4 47 1 152 929 9:15 AM 0 5 0 1 0 1 0 0 0 2 75 0 0 1 60 4 149 793 9:30 AM 0 1 0 0 0 0 0 0 0 1 76 2 0 2 41 3 126 651 9:45 AM 0 0 0 0 0 0 0 2 0 0 86 2 0 1 59 1 151 578 Count Total 0 35 1 22 0 33 4 78 0 12 1,290 114 1 83 673 19 2,365 0 11 1 9 0 25 1 53 0 6 532 89 1 55 249 6 1,038 0 0 0 0 0 0 0 1 0 0 2 1 0 0 10 0 14 -0%0%0%-0%0%2%-0%0%1%0%0%4%0%1% EB WB NB SB EB WB NB SB E W N S 7:00 AM 0 0 2 1 0 0 0 0 1 0 0 0 7:15 AM 0 0 1 4 0 0 0 0 0 0 0 0 7:30 AM 0 0 1 1 0 0 1 0 0 0 0 0 7:45 AM 0 0 1 2 0 0 0 0 1 0 0 0 8:00 AM 0 0 1 4 0 0 0 0 0 0 0 0 8:15 AM 0 1 0 1 1 0 0 0 1 0 2 0 8:30 AM 0 0 1 3 0 0 0 0 2 0 0 0 8:45 AM 0 0 6 6 0 0 0 0 0 1 0 0 9:00 AM 0 0 1 1 0 0 1 0 2 0 0 0 9:15 AM 0 0 1 1 0 0 0 0 0 1 0 0 9:30 AM 0 0 0 1 0 0 0 0 2 0 0 0 9:45 AM 0 0 2 1 0 0 1 0 3 0 0 0 Count Total 0 1 17 26 1 0 3 0 12 2 2 0 Peak Hour 0 1 3 10 1 0 0 0 4 0 2 0 44 4 16 14 1 6 1 0 2 3 1 3 2 1 2 2 0 1 4 0 2 12 0 1 5 0 0 2 1 3 2 1 0 3 0 1 3 0 1 5 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd 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 2 0 0 0 1 0 3 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4 0 5 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 13 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 4 0 5 15 8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 2 12 8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 0 4 14 8:45 AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 0 12 23 9:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 20 9:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 20 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 17 9:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 8 Count Total 0 0 0 0 0 0 0 1 0 0 16 1 0 0 26 0 44 Pk Hr Heavy 0 0 0 0 0 0 0 1 0 0 2 1 0 0 10 0 14 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 1 0 0 0 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 0 0 0 0 0 0 0 1 8:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 Count Total 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 4 Pk Hr Bike 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd Interval Start County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd 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%0.81 WB 0%0.60 NB 0%0.83 SB 0%0.91 TOTAL 0%0.87 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:45 PM 0 5 0 3 0 2 0 3 0 2 101 7 0 10 147 5 285 0 5:00 PM 0 2 0 5 0 1 0 4 0 5 101 6 0 9 171 3 307 0 5:15 PM 0 1 1 3 0 6 0 11 0 2 136 10 0 10 174 3 357 0 5:30 PM 0 4 0 2 0 7 1 6 0 2 103 14 0 7 140 4 290 1,239 0 12 1 13 0 16 1 24 0 11 441 37 0 36 632 15 1,239 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 4 -0%0%0%-0%0%0%-0%0%0%-0%0%7%0% EB WB NB SB EB WB NB SB E W N S 4:45 PM 0 0 1 1 0 0 0 1 0 0 0 0 5:00 PM 0 0 0 1 0 0 0 1 2 0 3 1 5:15 PM 0 0 1 0 0 0 0 1 2 0 0 0 5:30 PM 0 0 0 0 1 0 0 0 8 0 0 1 Peak Hour 0 0 2 2 1 0 0 3 12 0 3 244 17 9 1 1 2 0 1 2 1 0 1 1 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 County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd 15-min Total 4:45 PM to 5:45 PM 4/16/2025 2:00 PM to 6:00 PM 1 0 0 2 1 0 000 0 0 0 3 2 0 12 N Ziegler Rd Saber Cat Dr Saber Cat Dr Zi e g l e r R d County Fair Ln Zi e g l e r R d 1,239TEV: 0.8676PHF: 15 63 2 36 68 3 47 7 0 24 1 16 41 740 37 44 111 48 9 66 1 0 13 1 12 26 27 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 2:00 PM 0 2 0 2 0 4 0 4 0 6 71 3 0 2 95 1 190 0 2:15 PM 0 0 0 3 0 0 1 3 0 1 84 3 0 1 98 2 196 0 2:30 PM 0 2 0 4 0 7 1 6 0 8 93 2 0 1 97 5 226 0 2:45 PM 0 1 0 1 0 6 1 2 0 3 112 1 0 2 133 1 263 875 3:00 PM 0 3 0 3 0 2 0 5 0 4 89 0 1 2 145 6 260 945 3:15 PM 0 1 0 0 0 8 0 11 0 4 136 0 0 3 137 1 301 1,050 3:30 PM 0 1 2 1 0 4 0 3 0 2 107 2 1 2 132 2 259 1,083 3:45 PM 0 2 0 2 0 2 1 5 0 0 94 4 0 5 126 3 244 1,064 4:00 PM 0 1 1 6 0 4 0 4 0 0 92 18 0 8 150 0 284 1,088 4:15 PM 0 2 0 2 0 5 0 11 0 2 96 21 0 33 157 1 330 1,117 4:30 PM 0 1 0 2 0 4 0 4 0 2 120 3 0 16 134 2 288 1,146 4:45 PM 0 5 0 3 0 2 0 3 0 2 101 7 0 10 147 5 285 1,187 5:00 PM 0 2 0 5 0 1 0 4 0 5 101 6 0 9 171 3 307 1,210 5:15 PM 0 1 1 3 0 6 0 11 0 2 136 10 0 10 174 3 357 1,237 5:30 PM 0 4 0 2 0 7 1 6 0 2 103 14 0 7 140 4 290 1,239 5:45 PM 0 3 0 1 0 3 1 10 0 2 80 8 0 10 99 6 223 1,177 Count Total 0 31 4 40 0 65 6 92 0 45 1,615 102 2 121 2,135 45 4,303 0 12 1 13 0 16 1 24 0 11 441 37 0 36 632 15 1,239 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 4 -0%0%0%-0%0%0%-0%0%0%-0%0%7%0% EB WB NB SB EB WB NB SB E W N S 2:00 PM 0 0 2 1 0 0 0 0 0 1 0 0 2:15 PM 0 0 1 2 0 0 0 1 1 0 0 0 2:30 PM 0 0 2 2 0 0 0 1 1 0 0 1 2:45 PM 1 0 2 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 1 2 1 0 0 0 0 0 0 0 3:15 PM 0 0 1 0 0 0 1 0 0 1 0 0 3:30 PM 0 0 0 2 0 1 0 1 2 2 0 0 3:45 PM 0 0 2 0 0 0 0 1 0 1 0 0 4:00 PM 0 0 1 1 0 0 0 0 2 0 0 1 4:15 PM 0 0 2 5 0 0 0 2 1 0 0 0 4:30 PM 0 0 1 1 0 0 0 2 0 1 0 1 4:45 PM 0 0 1 1 0 0 0 1 0 0 0 0 5:00 PM 0 0 0 1 0 0 0 1 2 0 3 1 5:15 PM 0 0 1 0 0 0 0 1 2 0 0 0 5:30 PM 0 0 0 0 1 0 0 0 8 0 0 1 5:45 PM 0 0 0 0 1 0 1 1 0 0 0 0 Count Total 1 0 17 18 3 1 2 12 19 6 3 5 Peak Hour 0 0 2 2 1 0 0 3 12 0 3 2 36 18 33 4 4 17 0 1 9 0 3 0 1 1 6 1 1 2 2 2 2 2 1 0 2 0 3 7 2 1 2 2 4 2 1 1 3 1 0 1 1 1 4 1 2 3 0 0 3 0 1 3 1 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd 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 2:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 0 2:45 PM 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 3 13 3:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 13 3:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 11 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 9 3:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 8 4:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 7 4:15 PM 0 0 0 0 0 0 0 0 0 1 1 0 0 0 5 0 7 13 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 13 4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 2 13 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 12 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 6 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Count Total 0 0 0 1 0 0 0 0 0 1 16 0 0 0 17 1 36 Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 4 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 3:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 3 3:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 2 4 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 5 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 5 5:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4 5:45 PM 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 3 6 Count Total 0 0 2 1 0 0 0 1 0 0 2 0 0 0 10 2 18 Pk Hr Bike 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2 4 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd Interval Start County Fair Ln Saber Cat Dr Ziegler Rd Ziegler Rd 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 2%0.83 WB 1%0.83 NB 1%0.67 SB 2%0.93 TOTAL 1%0.90 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:30 AM 0 36 46 9 1 25 59 67 0 1 47 24 0 32 29 10 386 0 7:45 AM 0 43 34 24 0 67 51 44 0 7 68 13 0 16 48 16 431 0 8:00 AM 0 20 37 11 0 34 43 38 0 5 93 48 0 22 35 11 397 0 8:15 AM 0 34 35 5 1 7 40 60 0 6 65 12 1 29 24 23 342 1,556 0 133 152 49 2 133 193 209 0 19 273 97 1 99 136 60 1,556 0 2 4 0 0 3 4 0 0 1 1 1 0 3 1 1 21 -2%3%0%0%2%2%0%-5%0%1%0%3%1%2%1% EB WB NB SB EB WB NB SB E W N S 7:30 AM 2 1 2 1 0 0 0 0 0 3 0 0 7:45 AM 1 1 0 1 0 0 0 0 0 0 0 0 8:00 AM 1 1 1 3 0 0 0 0 0 3 0 0 8:15 AM 2 4 0 0 0 0 0 0 0 5 1 0 Peak Hour 6 7 3 5 0 0 0 0 0 11 1 0210 12 6 6 0 3 6 0 6 0 3 3 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 Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd 15-min Total 7:30 AM to 8:30 AM 4/16/2025 7:00 AM to 10:00 AM 0 0 0 0 0 0 000 0 0 0 1 0 11 0 N Ziegler Rd Kechter Rd Kechter Rd Zi e g l e r R d Kechter Rd Zi e g l e r R d 1,556TEV: 0.9026PHF: 60 13 6 99 29 6 61 6 1 209 193 133 537 3502 97 27 319 38 9 31 8 0 49 152 133 334 272 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 13 32 5 0 4 19 35 0 1 23 7 1 26 12 8 186 0 7:15 AM 0 18 43 4 0 13 40 43 0 5 54 14 0 30 12 17 293 0 7:30 AM 0 36 46 9 1 25 59 67 0 1 47 24 0 32 29 10 386 0 7:45 AM 0 43 34 24 0 67 51 44 0 7 68 13 0 16 48 16 431 1,296 8:00 AM 0 20 37 11 0 34 43 38 0 5 93 48 0 22 35 11 397 1,507 8:15 AM 0 34 35 5 1 7 40 60 0 6 65 12 1 29 24 23 342 1,556 8:30 AM 0 39 35 2 1 7 56 60 0 3 47 4 0 16 26 17 313 1,483 8:45 AM 0 21 30 2 0 8 31 38 0 4 58 5 0 31 16 13 257 1,309 9:00 AM 0 30 21 4 0 8 23 21 0 3 28 6 0 15 23 12 194 1,106 9:15 AM 0 18 26 3 0 6 29 35 0 3 28 10 0 28 19 15 220 984 9:30 AM 0 15 25 5 0 6 25 36 0 2 24 4 0 20 12 5 179 850 9:45 AM 0 13 25 3 0 6 26 38 0 7 36 5 0 18 19 9 205 798 Count Total 0 300 389 77 3 191 442 515 0 47 571 152 2 283 275 156 3,403 0 133 152 49 2 133 193 209 0 19 273 97 1 99 136 60 1,556 0 2 4 0 0 3 4 0 0 1 1 1 0 3 1 1 21 -2%3%0%0%2%2%0%-5%0%1%0%3%1%2%1% EB WB NB SB EB WB NB SB E W N S 7:00 AM 1 2 0 1 0 0 0 0 0 0 0 0 7:15 AM 1 0 0 4 0 0 0 0 0 3 0 0 7:30 AM 2 1 2 1 0 0 0 0 0 3 0 0 7:45 AM 1 1 0 1 0 0 0 0 0 0 0 0 8:00 AM 1 1 1 3 0 0 0 0 0 3 0 0 8:15 AM 2 4 0 0 0 0 0 0 0 5 1 0 8:30 AM 0 2 0 2 0 0 0 0 0 0 0 0 8:45 AM 3 3 1 6 0 0 0 0 0 0 0 0 9:00 AM 3 3 0 2 0 0 1 0 0 0 0 0 9:15 AM 0 5 0 2 0 0 0 0 0 0 0 0 9:30 AM 3 4 0 1 0 0 0 0 0 1 0 0 9:45 AM 0 2 2 1 0 0 0 0 0 0 0 0 Count Total 17 28 6 24 0 0 1 0 0 15 1 0 Peak Hour 6 7 3 5 0 0 0 0 0 11 1 0 75 1 16 21 0 12 8 0 1 5 0 0 8 1 0 7 0 0 4 0 0 13 0 0 6 0 3 6 0 6 6 0 3 3 0 0 4 0 0 5 0 3 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd 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 1 0 0 0 0 0 2 0 0 0 0 0 0 1 0 4 0 7:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 1 5 0 7:30 AM 0 1 1 0 0 0 1 0 0 1 0 1 0 1 0 0 6 0 7:45 AM 0 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 3 18 8:00 AM 0 0 1 0 0 1 0 0 0 0 1 0 0 1 1 1 6 20 8:15 AM 0 0 2 0 0 2 2 0 0 0 0 0 0 0 0 0 6 21 8:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 4 19 8:45 AM 0 3 0 0 0 0 1 2 0 0 1 0 0 1 1 4 13 29 9:00 AM 0 0 3 0 0 0 2 1 0 0 0 0 0 0 0 2 8 31 9:15 AM 0 0 0 0 0 0 4 1 0 0 0 0 0 1 1 0 7 32 9:30 AM 0 0 3 0 0 1 3 0 0 0 0 0 0 0 1 0 8 36 9:45 AM 0 0 0 0 0 0 1 1 0 0 1 1 0 1 0 0 5 28 Count Total 0 6 11 0 0 4 16 8 0 1 3 2 0 6 8 10 75 Pk Hr Heavy 0 2 4 0 0 3 4 0 0 1 1 1 0 3 1 1 21 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 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:45 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 0 0 0 0 0 0 0 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd Interval Start Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd 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%0.87 WB 3%0.96 NB 2%0.77 SB 0%0.93 TOTAL 1%0.95 Peak Hour Count Summaries UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:30 PM 0 21 39 8 1 14 65 56 0 10 53 31 0 71 45 29 443 0 4:45 PM 0 15 43 13 0 9 70 53 0 7 29 15 0 65 43 36 398 0 5:00 PM 0 16 41 11 0 10 75 60 0 4 37 26 0 89 41 31 441 0 5:15 PM 0 21 53 10 0 15 63 68 0 4 55 19 0 80 46 26 460 1,742 0 73 176 42 1 48 273 237 0 25 174 91 0 305 175 122 1,742 0 0 3 1 0 0 15 0 0 1 4 1 0 0 0 1 26 -0%2%2%0%0%5%0%-4%2%1%-0%0%1%1% EB WB NB SB EB WB NB SB E W N S 4:30 PM 1 2 2 1 0 0 0 0 0 0 0 0 4:45 PM 1 8 1 0 1 0 0 0 0 3 0 0 5:00 PM 1 5 1 0 0 1 0 0 0 0 0 0 5:15 PM 1 0 2 0 0 0 0 0 0 1 0 0 Peak Hour 4 15 6 1 1 1 0 0 0 4 0 0262 4 1 7 1 0 3 0 6 0 0 10 1 3 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 Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd 15-min Total 4:30 PM to 5:30 PM 4/16/2025 2:00 PM to 6:00 PM 0 1 0 0 0 0 000 1 0 0 0 0 4 0 N Ziegler Rd Kechter Rd Kechter Rd Zi e g l e r R d Kechter Rd Zi e g l e r R d 1,742TEV: 0.9467PHF: 12 2 17 5 30 5 60 2 48 4 0 237 273 48 559 5731 91 17 425 29 0 26 5 0 42 176 73 291 420 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 2:00 PM 0 8 42 3 0 8 35 37 0 4 32 8 1 45 31 20 274 0 2:15 PM 0 13 39 10 0 16 37 41 0 4 32 8 0 43 35 23 301 0 2:30 PM 0 11 37 4 0 26 54 59 1 6 33 14 0 42 43 24 354 0 2:45 PM 0 24 30 14 0 18 36 47 1 8 36 9 0 53 60 22 358 1,287 3:00 PM 0 12 36 20 1 24 34 39 0 5 38 12 1 46 71 25 364 1,377 3:15 PM 0 15 37 17 0 22 50 49 0 12 83 39 1 40 74 33 472 1,548 3:30 PM 0 11 37 16 1 14 45 65 0 7 38 17 0 44 62 32 389 1,583 3:45 PM 0 18 47 11 0 13 48 57 0 8 35 14 2 44 44 27 368 1,593 4:00 PM 0 23 33 9 0 17 55 58 0 5 40 11 1 60 43 31 386 1,615 4:15 PM 0 30 42 7 0 19 54 56 0 6 48 16 0 79 40 39 436 1,579 4:30 PM 0 21 39 8 1 14 65 56 0 10 53 31 0 71 45 29 443 1,633 4:45 PM 0 15 43 13 0 9 70 53 0 7 29 15 0 65 43 36 398 1,663 5:00 PM 0 16 41 11 0 10 75 60 0 4 37 26 0 89 41 31 441 1,718 5:15 PM 0 21 53 10 0 15 63 68 0 4 55 19 0 80 46 26 460 1,742 5:30 PM 0 25 48 9 2 13 46 54 0 6 35 18 0 85 44 29 414 1,713 5:45 PM 0 21 35 7 0 10 42 41 0 4 27 10 0 51 37 15 300 1,615 Count Total 0 284 639 169 5 248 809 840 2 100 651 267 6 937 759 442 6,158 0 73 176 42 1 48 273 237 0 25 174 91 0 305 175 122 1,742 0 0 3 1 0 0 15 0 0 1 4 1 0 0 0 1 26 -0%2%2%0%0%5%0%-4%2%1%-0%0%1%1% EB WB NB SB EB WB NB SB E W N S 2:00 PM 2 2 0 1 0 0 0 0 0 0 0 0 2:15 PM 1 0 2 2 0 0 0 0 0 2 0 0 2:30 PM 2 1 1 2 0 0 0 0 0 1 0 0 2:45 PM 2 3 1 1 0 1 0 0 0 0 0 0 3:00 PM 1 2 0 2 0 0 1 0 0 2 0 0 3:15 PM 0 2 1 0 0 0 0 0 0 5 0 0 3:30 PM 2 1 1 2 0 0 0 1 0 0 0 0 3:45 PM 0 1 2 1 0 0 0 1 0 1 0 0 4:00 PM 2 1 0 1 0 1 0 0 0 0 0 0 4:15 PM 2 1 0 5 0 1 0 1 0 2 0 0 4:30 PM 1 2 2 1 0 0 0 0 0 0 0 0 4:45 PM 1 8 1 0 1 0 0 0 0 3 0 0 5:00 PM 1 5 1 0 0 1 0 0 0 0 0 0 5:15 PM 1 0 2 0 0 0 0 0 0 1 0 0 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 Count Total 18 29 14 18 1 4 2 3 0 18 0 0 Peak Hour 4 15 6 1 1 1 0 0 0 4 0 0 79 10 18 26 2 4 0 1 0 0 0 1 7 1 0 3 0 1 6 0 0 10 1 3 4 1 0 8 2 2 6 1 0 4 1 1 5 1 2 3 0 5 6 0 1 7 1 0 5 0 0 5 0 2 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd 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 2:00 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 1 0 0 5 0 2:15 PM 0 0 1 0 0 0 0 0 0 1 1 0 0 1 0 1 5 0 2:30 PM 0 0 2 0 0 0 1 0 0 0 1 0 0 2 0 0 6 0 2:45 PM 0 0 1 1 0 0 0 3 0 1 0 0 0 1 0 0 7 23 3:00 PM 0 0 1 0 0 0 2 0 0 0 0 0 0 2 0 0 5 23 3:15 PM 0 0 0 0 0 0 1 1 0 0 0 1 0 0 0 0 3 21 3:30 PM 0 0 2 0 0 0 1 0 0 0 0 1 0 1 0 1 6 21 3:45 PM 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 4 18 4:00 PM 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 1 4 17 4:15 PM 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 5 8 22 4:30 PM 0 0 0 1 0 0 2 0 0 0 1 1 0 0 0 1 6 22 4:45 PM 0 0 1 0 0 0 8 0 0 0 1 0 0 0 0 0 10 28 5:00 PM 0 0 1 0 0 0 5 0 0 0 1 0 0 0 0 0 7 31 5:15 PM 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 3 26 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Count Total 0 2 14 2 0 1 21 7 0 4 7 3 1 8 0 9 79 Pk Hr Heavy 0 0 3 1 0 0 15 0 0 1 4 1 0 0 0 1 26 Count Summaries - Bikes UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 2 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 4:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3 4:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 5 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 4 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 1 0 0 0 0 1 3 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 1 0 0 1 2 1 0 0 0 2 0 0 2 1 10 Pk Hr Bike 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 15-min Total Rolling Hour TotalEastboundWestboundNorthboundSouthbound Rolling Hour TotalEastboundWestboundNorthboundSouthbound Interval Start Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd Interval Start Kechter Rd Kechter Rd Ziegler Rd Ziegler Rd 15-min Total TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 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. Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Intersection Capacity Worksheets: Existing HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2025 Existing - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 85 53 12 160 6 0 Future Vol, veh/h 85 53 12 160 6 0 Conflicting Peds, #/hr 0 9 9 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 80 80 50 50 Heavy Vehicles, % 2 2 1 1 0 0 Mvmt Flow 91 57 15 200 12 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 157 0 330 100 Stage 1 - - - - 100 - Stage 2 - - - - 230 - Critical Hdwy - - 4.11 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.209 - 3.5 3.3 Pot Cap-1 Maneuver - - 1428 - 668 961 Stage 1 - - - - 929 - Stage 2 - - - - 813 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1418 - 655 953 Mov Cap-2 Maneuver - - - - 655 - Stage 1 - - - - 922 - Stage 2 - - - - 803 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.53 10.59 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 655 - - - 126 - HCM Lane V/C Ratio 0.018 - - - 0.011 - HCM Ctrl Dly (s/v) 10.6 0 - - 7.6 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.1 - - - 0 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2025 Existing - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 42 32 25 106 56 509 39 62 236 18 Future Volume (vph) 57 42 32 25 106 56 509 39 62 236 18 Lane Group Flow (vph) 0 197 40 31 133 59 536 41 71 271 21 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.53 0.14 0.07 0.29 0.09 0.69 0.06 0.16 0.31 0.03 Control Delay (s/veh) 27.0 23.8 22.5 6.8 6.9 22.7 0.2 7.2 14.0 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 27.0 23.8 22.5 6.8 6.9 22.7 0.2 7.2 14.0 0.1 Queue Length 50th (ft) 58 12 9 0 8 165 0 9 68 0 Queue Length 95th (ft) 113 38 31 30 29 366 0 33 151 0 Internal Link Dist (ft) 585 547 1246 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 695 525 831 753 672 1536 1287 520 1557 1304 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.28 0.08 0.04 0.18 0.09 0.35 0.03 0.14 0.17 0.02 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 63.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2025 Existing - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 57 42 43 32 25 106 56 509 39 62 236 18 Future Volume (veh/h) 57 42 43 32 25 106 56 509 39 62 236 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.97 1.00 0.97 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 1810 1885 1810 1870 1870 1870 1900 1900 1900 1856 1856 1856 Adj Flow Rate, veh/h 79 58 60 40 31 132 59 536 41 71 271 21 Peak Hour Factor 0.72 0.72 0.72 0.80 0.80 0.80 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, % 1 1 1 2 2 2 0 0 0 3 3 3 Cap, veh/h 217 126 102 454 408 343 575 699 576 388 694 572 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.07 0.37 0.37 0.07 0.37 0.37 Sat Flow, veh/h 486 579 466 1263 1870 1572 1810 1900 1567 1767 1856 1530 Grp Volume(v), veh/h 197 0 0 40 31 132 59 536 41 71 271 21 Grp Sat Flow(s),veh/h/ln 1531 0 0 1263 1870 1572 1810 1900 1567 1767 1856 1530 Q Serve(g_s), s 3.3 0.0 0.0 0.0 0.6 3.3 0.9 11.3 0.8 1.1 4.9 0.4 Cycle Q Clear(g_c), s 5.1 0.0 0.0 1.0 0.6 3.3 0.9 11.3 0.8 1.1 4.9 0.4 Prop In Lane 0.40 0.30 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 444 0 0 454 408 343 575 699 576 388 694 572 V/C Ratio(X) 0.44 0.00 0.00 0.09 0.08 0.39 0.10 0.77 0.07 0.18 0.39 0.04 Avail Cap(c_a), veh/h 965 0 0 899 1067 897 770 2147 1771 684 2219 1830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.8 0.0 0.0 14.3 14.2 15.2 7.7 12.7 9.3 8.9 10.5 9.1 Incr Delay (d2), s/veh 0.7 0.0 0.0 0.1 0.1 0.7 0.1 1.8 0.1 0.2 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 0.0 0.3 0.2 1.1 0.2 3.8 0.2 0.3 1.5 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 16.5 0.0 0.0 14.4 14.2 15.9 7.8 14.5 9.4 9.2 10.8 9.1 LnGrp LOS B B B B A B A A B A Approach Vol, veh/h 197 203 636 363 Approach Delay, s/veh 16.5 15.4 13.5 10.4 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 22.5 14.9 8.4 22.3 14.9 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 2.9 6.9 7.1 3.1 13.3 5.3 Green Ext Time (p_c), s 0.0 0.9 0.6 0.1 2.0 0.7 Intersection Summary HCM 7th Control Delay, s/veh 13.4 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2025 Existing - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 1 9 25 1 53 6 540 89 56 249 6 Future Vol, veh/h 11 1 9 25 1 53 6 540 89 56 249 6 Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 4 4 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 51 51 51 96 96 96 91 91 91 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 3 3 3 Mvmt Flow 13 1 10 49 2 104 6 563 93 62 274 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 975 1068 274 976 982 569 280 0 0 659 0 0 Stage 1 397 397 - 579 579 - - - - - - - Stage 2 578 672 - 397 403 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.11 6.51 6.21 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.11 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.11 5.51 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.509 4.009 3.309 2.2 - - 2.227 - - Pot Cap-1 Maneuver 233 223 770 231 250 524 1294 - - 924 - - Stage 1 633 607 - 503 502 - - - - - - - Stage 2 505 458 - 630 601 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 171 207 770 210 231 521 1294 - - 921 - - Mov Cap-2 Maneuver 171 207 - 210 231 - - - - - - - Stage 1 591 566 - 498 498 - - - - - - - Stage 2 400 454 - 579 561 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 19.75 18.14 0.07 1.65 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1294 - - 171 605 210 509 921 - - HCM Lane V/C Ratio 0.005 - - 0.073 0.019 0.233 0.208 0.067 - - HCM Ctrl Dly (s/v) 7.8 - - 27.6 11.1 27.3 13.9 9.2 - - HCM Lane LOS A - - D B D B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.9 0.8 0.2 - - HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2025 Existing - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 132 7 5 107 20 12 Future Vol, veh/h 132 7 5 107 20 12 Conflicting Peds, #/hr 0 6 6 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 79 90 90 50 50 Heavy Vehicles, % 4 4 2 2 19 19 Mvmt Flow 167 9 6 119 40 24 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 182 0 303 173 Stage 1 - - - - 173 - Stage 2 - - - - 130 - Critical Hdwy - - 4.12 - 6.59 6.39 Critical Hdwy Stg 1 - - - - 5.59 - Critical Hdwy Stg 2 - - - - 5.59 - Follow-up Hdwy - - 2.218 - 3.671 3.471 Pot Cap-1 Maneuver - - 1393 - 655 828 Stage 1 - - - - 818 - Stage 2 - - - - 856 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1386 - 648 824 Mov Cap-2 Maneuver - - - - 648 - Stage 1 - - - - 814 - Stage 2 - - - - 852 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.34 10.38 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 648 824 - - 80 - HCM Lane V/C Ratio 0.062 0.029 - - 0.004 - HCM Ctrl Dly (s/v) 10.9 9.5 - - 7.6 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2025 Existing - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 21 21 43 22 59 27 437 18 86 620 55 Future Volume (vph) 21 21 43 22 59 27 437 18 86 620 55 Lane Group Flow (vph) 0 80 50 26 69 32 520 21 93 674 60 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.22 0.15 0.06 0.17 0.06 0.49 0.02 0.16 0.54 0.06 Control Delay (s/veh) 20.9 27.9 27.1 3.7 5.8 16.2 0.1 5.9 13.5 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 20.9 27.9 27.1 3.7 5.8 16.2 0.1 5.9 13.5 1.1 Queue Length 50th (ft) 17 16 8 0 4 151 0 11 120 0 Queue Length 95th (ft) 60 54 34 14 17 308 0 41 467 9 Internal Link Dist (ft) 585 547 1246 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 705 679 820 711 539 1463 1232 659 1539 1295 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.07 0.03 0.10 0.06 0.36 0.02 0.14 0.44 0.05 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 67.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2025 Existing - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 21 25 43 22 59 27 437 18 86 620 55 Future Volume (veh/h) 21 21 25 43 22 59 27 437 18 86 620 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.98 0.97 0.98 0.98 1.00 0.98 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 1824 1900 1824 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 25 25 30 50 26 69 32 520 21 93 674 60 Peak Hour Factor 0.84 0.84 0.84 0.86 0.86 0.86 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 1 1 1 0 0 0 Cap, veh/h 138 113 99 365 311 259 389 915 756 515 973 806 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.05 0.49 0.49 0.07 0.51 0.51 Sat Flow, veh/h 322 690 607 1336 1900 1581 1795 1885 1559 1810 1900 1574 Grp Volume(v), veh/h 80 0 0 50 26 69 32 520 21 93 674 60 Grp Sat Flow(s),veh/h/ln 1620 0 0 1336 1900 1581 1795 1885 1559 1810 1900 1574 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.6 2.1 0.5 10.9 0.4 1.3 14.9 1.1 Cycle Q Clear(g_c), s 2.2 0.0 0.0 1.4 0.6 2.1 0.5 10.9 0.4 1.3 14.9 1.1 Prop In Lane 0.31 0.37 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 350 0 0 365 311 259 389 915 756 515 973 806 V/C Ratio(X) 0.23 0.00 0.00 0.14 0.08 0.27 0.08 0.57 0.03 0.18 0.69 0.07 Avail Cap(c_a), veh/h 820 0 0 770 887 738 565 1744 1442 741 1860 1540 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.4 0.0 0.0 20.0 19.7 20.4 7.9 10.2 7.5 6.9 10.3 6.9 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.6 0.4 2.0 0.1 2.0 0.1 0.2 3.2 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.0 0.6 0.3 0.9 0.1 3.8 0.1 0.4 5.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 21.6 0.0 0.0 20.7 20.2 22.3 8.0 12.2 7.5 7.1 13.5 7.0 LnGrp LOS C C C C A B A A B A Approach Vol, veh/h 80 145 573 827 Approach Delay, s/veh 21.6 21.4 11.8 12.3 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.6 34.0 14.1 9.1 32.5 14.1 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 2.5 16.9 4.2 3.3 12.9 4.1 Green Ext Time (p_c), s 0.0 10.5 0.6 0.1 7.0 1.3 Intersection Summary HCM 7th Control Delay, s/veh 13.4 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2025 Existing - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 1 13 16 1 24 11 446 37 36 637 15 Future Vol, veh/h 12 1 13 16 1 24 11 446 37 36 637 15 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 12 12 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 60 60 60 83 83 83 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 15 1 16 27 2 40 13 537 45 40 700 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1347 1400 702 1358 1371 552 716 0 0 594 0 0 Stage 1 779 779 - 576 576 - - - - - - - Stage 2 568 620 - 782 796 - - - - - - - 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 130 142 442 127 147 537 894 - - 992 - - Stage 1 392 409 - 506 505 - - - - - - - Stage 2 511 483 - 390 402 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 112 133 441 114 138 530 894 - - 982 - - Mov Cap-2 Maneuver 112 133 - 114 138 - - - - - - - Stage 1 376 393 - 494 493 - - - - - - - Stage 2 463 471 - 359 386 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 27.5 26.1 0.2 0.46 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 894 - - 112 378 114 476 982 - - HCM Lane V/C Ratio 0.015 - - 0.133 0.046 0.235 0.088 0.04 - - HCM Ctrl Dly (s/v) 9.1 - - 42.1 15 46.1 13.3 8.8 - - HCM Lane LOS A - -E B E B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.1 0.9 0.3 0.1 - - MOVEMENT SUMMARY Site: [EX AM] #5 Ziegler Rd & Kechter Rd_Existing_AM (Existing) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Existing AM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Existing AM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 28 3.0 28 3.0 0.710 17.6 LOS C 8.6 219.0 0.87 0.94 1.54 27.8 8 T1 All MCs 407 3.0 407 3.0 0.710 17.6 LOS C 8.6 219.0 0.87 0.94 1.54 28.3 18 R2 All MCs 145 3.0 145 3.0 0.710 17.6 LOS C 8.6 219.0 0.87 0.94 1.54 28.1 Approach 581 3.0 581 3.0 0.710 17.6 LOS C 8.6 219.0 0.87 0.94 1.54 28.2 East: Kechter Rd 1 L2 All MCs 163 3.0 163 3.0 0.926 41.1 LOS E 17.8 456.6 1.00 1.59 2.92 21.4 6 T1 All MCs 233 3.0 233 3.0 0.926 41.1 LOS E 17.8 456.6 1.00 1.59 2.92 21.6 16 R2 All MCs 252 3.0 252 3.0 0.926 41.1 LOS E 17.8 456.6 1.00 1.59 2.92 21.5 Approach 647 3.0 647 3.0 0.926 41.1 LOS E 17.8 456.6 1.00 1.59 2.92 21.5 North: Ziegler Rd 7 L2 All MCs 108 3.0 108 3.0 0.375 8.6 LOS A 1.9 47.6 0.62 0.47 0.62 30.7 4 T1 All MCs 146 3.0 146 3.0 0.375 8.6 LOS A 1.9 47.6 0.62 0.47 0.62 31.3 14 R2 All MCs 65 3.0 65 3.0 0.375 8.6 LOS A 1.9 47.6 0.62 0.47 0.62 31.0 Approach 318 3.0 318 3.0 0.375 8.6 LOS A 1.9 47.6 0.62 0.47 0.62 31.0 West: Kechter Rd 5 L2 All MCs 160 3.0 160 3.0 0.471 10.2 LOS B 3.1 79.3 0.67 0.57 0.82 29.9 2 T1 All MCs 183 3.0 183 3.0 0.471 10.2 LOS B 3.1 79.3 0.67 0.57 0.82 30.5 12 R2 All MCs 59 3.0 59 3.0 0.471 10.2 LOS B 3.1 79.3 0.67 0.57 0.82 30.2 Approach 402 3.0 402 3.0 0.471 10.2 LOS B 3.1 79.3 0.67 0.57 0.82 30.2 All Vehicles 1948 3.0 1948 3.0 0.926 22.4 LOS C 17.8 456.6 0.83 1.00 1.70 26.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:01 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx MOVEMENT SUMMARY Site: [EX PM] #5 Ziegler Rd & Kechter Rd_Existing_PM (Existing) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Existing PM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Existing PM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 32 3.0 32 3.0 0.550 14.1 LOS B 3.8 97.5 0.77 0.80 1.16 29.0 8 T1 All MCs 226 3.0 226 3.0 0.550 14.1 LOS B 3.8 97.5 0.77 0.80 1.16 29.5 18 R2 All MCs 118 3.0 118 3.0 0.550 14.1 LOS B 3.8 97.5 0.77 0.80 1.16 29.3 Approach 377 3.0 377 3.0 0.550 14.1 LOS B 3.8 97.5 0.77 0.80 1.16 29.4 East: Kechter Rd 1 L2 All MCs 51 3.0 51 3.0 0.633 13.3 LOS B 7.0 178.3 0.76 0.71 1.15 29.3 6 T1 All MCs 284 3.0 284 3.0 0.633 13.3 LOS B 7.0 178.3 0.76 0.71 1.15 29.8 16 R2 All MCs 247 3.0 247 3.0 0.633 13.3 LOS B 7.0 178.3 0.76 0.71 1.15 29.6 Approach 582 3.0 582 3.0 0.633 13.3 LOS B 7.0 178.3 0.76 0.71 1.15 29.7 North: Ziegler Rd 7 L2 All MCs 328 3.0 328 3.0 0.718 16.7 LOS C 10.0 255.9 0.86 0.88 1.48 27.4 4 T1 All MCs 188 3.0 188 3.0 0.718 16.7 LOS C 10.0 255.9 0.86 0.88 1.48 27.9 14 R2 All MCs 131 3.0 131 3.0 0.718 16.7 LOS C 10.0 255.9 0.86 0.88 1.48 27.7 Approach 647 3.0 647 3.0 0.718 16.7 LOS C 10.0 255.9 0.86 0.88 1.48 27.6 West: Kechter Rd 5 L2 All MCs 84 3.0 84 3.0 0.461 11.3 LOS B 2.7 70.3 0.71 0.68 0.92 29.7 2 T1 All MCs 202 3.0 202 3.0 0.461 11.3 LOS B 2.7 70.3 0.71 0.68 0.92 30.3 12 R2 All MCs 48 3.0 48 3.0 0.461 11.3 LOS B 2.7 70.3 0.71 0.68 0.92 30.1 Approach 334 3.0 334 3.0 0.461 11.3 LOS B 2.7 70.3 0.71 0.68 0.92 30.1 All Vehicles 1941 3.0 1941 3.0 0.718 14.2 LOS B 10.0 255.9 0.79 0.78 1.22 28.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:02 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Intersection Capacity Worksheets: Year 2028 Background HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2028 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 90 55 15 165 10 0 Future Vol, veh/h 90 55 15 165 10 0 Conflicting Peds, #/hr 0 9 9 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 80 80 50 50 Heavy Vehicles, % 2 2 1 1 0 0 Mvmt Flow 97 59 19 206 20 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 165 0 350 106 Stage 1 - - - - 106 - Stage 2 - - - - 244 - Critical Hdwy - - 4.11 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.209 - 3.5 3.3 Pot Cap-1 Maneuver - - 1419 - 652 954 Stage 1 - - - - 924 - Stage 2 - - - - 801 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1409 - 637 947 Mov Cap-2 Maneuver - - - - 637 - Stage 1 - - - - 917 - Stage 2 - - - - 789 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.63 10.83 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 637 - - - 150 - HCM Lane V/C Ratio 0.031 - - - 0.013 - HCM Ctrl Dly (s/v) 10.8 0 - - 7.6 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.1 - - - 0 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 45 35 30 110 60 520 40 65 245 20 Future Volume (vph) 60 45 35 30 110 60 520 40 65 245 20 Lane Group Flow (vph) 0 209 44 38 138 63 547 42 75 282 23 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.55 0.16 0.09 0.29 0.10 0.71 0.06 0.17 0.33 0.03 Control Delay (s/veh) 28.1 24.5 23.0 6.8 7.0 23.4 0.2 7.3 14.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 28.1 24.5 23.0 6.8 7.0 23.4 0.2 7.3 14.2 0.1 Queue Length 50th (ft) 64 14 12 0 9 175 0 10 74 0 Queue Length 95th (ft) 123 42 36 31 31 376 1 34 157 0 Internal Link Dist (ft) 585 547 1246 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 688 508 825 752 663 1506 1264 508 1526 1280 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.09 0.05 0.18 0.10 0.36 0.03 0.15 0.18 0.02 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 64.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 45 45 35 30 110 60 520 40 65 245 20 Future Volume (veh/h) 60 45 45 35 30 110 60 520 40 65 245 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.97 1.00 0.97 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 1810 1885 1810 1870 1870 1870 1900 1900 1900 1856 1856 1856 Adj Flow Rate, veh/h 83 62 62 44 38 138 63 547 42 75 282 23 Peak Hour Factor 0.72 0.72 0.72 0.80 0.80 0.80 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, % 1 1 1 2 2 2 0 0 0 3 3 3 Cap, veh/h 216 130 102 447 417 350 568 706 582 382 699 577 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.07 0.37 0.37 0.07 0.38 0.38 Sat Flow, veh/h 486 582 457 1256 1870 1572 1810 1900 1567 1767 1856 1530 Grp Volume(v), veh/h 207 0 0 44 38 138 63 547 42 75 282 23 Grp Sat Flow(s),veh/h/ln 1525 0 0 1256 1870 1572 1810 1900 1567 1767 1856 1530 Q Serve(g_s), s 3.7 0.0 0.0 0.0 0.8 3.5 0.9 11.9 0.8 1.1 5.2 0.4 Cycle Q Clear(g_c), s 5.5 0.0 0.0 1.2 0.8 3.5 0.9 11.9 0.8 1.1 5.2 0.4 Prop In Lane 0.40 0.30 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 447 0 0 447 417 350 568 706 582 382 699 577 V/C Ratio(X) 0.46 0.00 0.00 0.10 0.09 0.39 0.11 0.78 0.07 0.20 0.40 0.04 Avail Cap(c_a), veh/h 937 0 0 865 1039 873 752 2091 1724 665 2161 1782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.2 0.0 0.0 14.6 14.4 15.5 7.9 13.0 9.5 9.2 10.7 9.2 Incr Delay (d2), s/veh 0.7 0.0 0.0 0.1 0.1 0.7 0.1 1.9 0.1 0.2 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 0.3 0.3 1.2 0.3 4.1 0.2 0.3 1.7 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 16.9 0.0 0.0 14.7 14.5 16.2 8.0 14.9 9.6 9.4 11.1 9.3 LnGrp LOS B B B B A B A A B A Approach Vol, veh/h 207 220 652 380 Approach Delay, s/veh 16.9 15.6 13.8 10.6 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.2 23.1 15.4 8.5 22.9 15.4 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 2.9 7.2 7.5 3.1 13.9 5.5 Green Ext Time (p_c), s 0.0 1.0 0.7 0.1 2.1 0.7 Intersection Summary HCM 7th Control Delay, s/veh 13.7 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2028 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 5 10 30 5 55 10 555 95 60 255 10 Future Vol, veh/h 11 5 10 30 5 55 10 555 95 60 255 10 Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 4 4 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 51 51 51 96 96 96 91 91 91 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 3 3 3 Mvmt Flow 13 6 11 59 10 108 10 578 99 66 280 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1018 1114 280 1018 1026 584 291 0 0 681 0 0 Stage 1 412 412 - 603 603 - - - - - - - Stage 2 606 702 - 415 423 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.11 6.51 6.21 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.11 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.11 5.51 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.509 4.009 3.309 2.2 - - 2.227 - - Pot Cap-1 Maneuver 218 210 763 217 236 513 1282 - - 907 - - Stage 1 621 598 - 488 490 - - - - - - - Stage 2 488 444 - 617 589 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 151 192 763 190 216 511 1282 - - 904 - - Mov Cap-2 Maneuver 151 192 - 190 216 - - - - - - - Stage 1 576 554 - 482 484 - - - - - - - Stage 2 373 438 - 558 546 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 21.66 21.08 0.12 1.72 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1282 - - 151 384 190 459 904 - - HCM Lane V/C Ratio 0.008 - - 0.083 0.044 0.309 0.257 0.073 - - HCM Ctrl Dly (s/v) 7.8 - - 31 14.8 32.2 15.5 9.3 - - HCM Lane LOS A - - D B D C A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 1.2 1 0.2 - - HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2028 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 135 10 5 110 20 15 Future Vol, veh/h 135 10 5 110 20 15 Conflicting Peds, #/hr 0 6 6 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 79 90 90 50 50 Heavy Vehicles, % 4 4 2 2 19 19 Mvmt Flow 171 13 6 122 40 30 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 190 0 310 177 Stage 1 - - - - 177 - Stage 2 - - - - 133 - Critical Hdwy - - 4.12 - 6.59 6.39 Critical Hdwy Stg 1 - - - - 5.59 - Critical Hdwy Stg 2 - - - - 5.59 - Follow-up Hdwy - - 2.218 - 3.671 3.471 Pot Cap-1 Maneuver - - 1384 - 648 824 Stage 1 - - - - 814 - Stage 2 - - - - 853 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1377 - 642 820 Mov Cap-2 Maneuver - - - - 642 - Stage 1 - - - - 810 - Stage 2 - - - - 849 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.33 10.37 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 642 820 - - 78 - HCM Lane V/C Ratio 0.062 0.037 - - 0.004 - HCM Ctrl Dly (s/v) 11 9.6 - - 7.6 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 25 45 25 60 30 446 20 90 635 60 Future Volume (vph) 25 25 45 25 60 30 446 20 90 635 60 Lane Group Flow (vph) 0 91 52 29 70 36 531 24 98 690 65 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.26 0.17 0.07 0.18 0.07 0.49 0.03 0.16 0.57 0.06 Control Delay (s/veh) 23.8 29.0 27.9 3.9 5.9 16.1 0.1 5.9 15.5 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 23.8 29.0 27.9 3.9 5.9 16.1 0.1 5.9 15.5 1.4 Queue Length 50th (ft) 25 20 11 0 4 156 0 12 218 0 Queue Length 95th (ft) 71 56 36 15 18 318 0 43 484 11 Internal Link Dist (ft) 585 547 1246 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 679 627 796 693 509 1452 1223 660 1489 1256 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.08 0.04 0.10 0.07 0.37 0.02 0.15 0.46 0.05 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 69.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 25 26 45 25 60 30 446 20 90 635 60 Future Volume (veh/h) 25 25 26 45 25 60 30 446 20 90 635 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.98 0.97 0.98 0.98 1.00 0.98 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 1824 1900 1824 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 30 30 31 52 29 70 36 531 24 98 690 65 Peak Hour Factor 0.84 0.84 0.84 0.86 0.86 0.86 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 1 1 1 0 0 0 Cap, veh/h 142 116 90 363 311 258 385 929 768 512 984 815 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.05 0.49 0.49 0.07 0.52 0.52 Sat Flow, veh/h 354 712 550 1330 1900 1581 1795 1885 1559 1810 1900 1574 Grp Volume(v), veh/h 91 0 0 52 29 70 36 531 24 98 690 65 Grp Sat Flow(s),veh/h/ln 1616 0 0 1330 1900 1581 1795 1885 1559 1810 1900 1574 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.7 2.2 0.5 11.4 0.5 1.4 15.7 1.2 Cycle Q Clear(g_c), s 2.6 0.0 0.0 1.5 0.7 2.2 0.5 11.4 0.5 1.4 15.7 1.2 Prop In Lane 0.33 0.34 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 348 0 0 363 311 258 385 929 768 512 984 815 V/C Ratio(X) 0.26 0.00 0.00 0.14 0.09 0.27 0.09 0.57 0.03 0.19 0.70 0.08 Avail Cap(c_a), veh/h 798 0 0 750 863 718 550 1697 1403 729 1810 1499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.1 0.0 0.0 20.6 20.3 20.9 8.0 10.2 7.5 7.0 10.5 6.9 Incr Delay (d2), s/veh 1.4 0.0 0.0 0.7 0.5 2.0 0.1 2.0 0.1 0.2 3.3 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.0 0.6 0.4 0.9 0.2 4.0 0.1 0.4 5.6 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.5 0.0 0.0 21.3 20.8 23.0 8.1 12.3 7.5 7.2 13.8 7.1 LnGrp LOS C C C C A B A A B A Approach Vol, veh/h 91 151 591 853 Approach Delay, s/veh 22.5 22.0 11.8 12.5 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.7 35.1 14.4 9.2 33.7 14.4 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 2.5 17.7 4.6 3.4 13.4 4.2 Green Ext Time (p_c), s 0.0 10.9 0.7 0.1 7.3 1.3 Intersection Summary HCM 7th Control Delay, s/veh 13.6 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2028 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 15 20 5 25 15 455 40 40 650 15 Future Vol, veh/h 15 5 15 20 5 25 15 455 40 40 650 15 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 12 12 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 60 60 60 83 83 83 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 19 6 19 33 8 42 18 548 48 44 714 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1394 1447 716 1404 1415 563 731 0 0 608 0 0 Stage 1 802 802 - 596 596 - - - - - - - Stage 2 592 645 - 807 819 - - - - - - - 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 120 133 433 118 139 529 883 - - 980 - - Stage 1 380 399 - 493 495 - - - - - - - Stage 2 496 471 - 378 392 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 97 123 433 100 128 523 883 - - 970 - - Mov Cap-2 Maneuver 97 123 - 100 128 - - - - - - - Stage 1 363 381 - 478 480 - - - - - - - Stage 2 439 457 - 339 375 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 33.13 33.58 0.27 0.5 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 883 - - 97 265 100 346 970 - - HCM Lane V/C Ratio 0.02 - - 0.191 0.093 0.334 0.145 0.045 - - HCM Ctrl Dly (s/v) 9.2 - - 50.7 19.9 58.2 17.2 8.9 - - HCM Lane LOS A - - F C F C A - - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.3 1.3 0.5 0.1 - - MOVEMENT SUMMARY Site: [2028B AM] #5 Ziegler Rd & Kechter Rd_2028 Background_AM (Year 2028 Background) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2028 Background AM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2028 Background AM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 30 3.0 30 3.0 0.744 19.6 LOS C 9.6 246.2 0.90 1.01 1.69 27.1 8 T1 All MCs 418 3.0 418 3.0 0.744 19.6 LOS C 9.6 246.2 0.90 1.01 1.69 27.6 18 R2 All MCs 149 3.0 149 3.0 0.744 19.6 LOS C 9.6 246.2 0.90 1.01 1.69 27.4 Approach 597 3.0 597 3.0 0.744 19.6 LOS C 9.6 246.2 0.90 1.01 1.69 27.5 East: Kechter Rd 1 L2 All MCs 169 3.0 169 3.0 0.979 52.1 LOS F 22.6 579.0 1.00 1.86 3.55 19.3 6 T1 All MCs 241 3.0 241 3.0 0.979 52.1 LOS F 22.6 579.0 1.00 1.86 3.55 19.6 16 R2 All MCs 259 3.0 259 3.0 0.979 52.1 LOS F 22.6 579.0 1.00 1.86 3.55 19.5 Approach 669 3.0 669 3.0 0.979 52.1 LOS F 22.6 579.0 1.00 1.86 3.55 19.5 North: Ziegler Rd 7 L2 All MCs 113 3.0 113 3.0 0.400 9.1 LOS A 2.1 54.2 0.64 0.51 0.68 30.5 4 T1 All MCs 151 3.0 151 3.0 0.400 9.1 LOS A 2.1 54.2 0.64 0.51 0.68 31.0 14 R2 All MCs 70 3.0 70 3.0 0.400 9.1 LOS A 2.1 54.2 0.64 0.51 0.68 30.8 Approach 333 3.0 333 3.0 0.400 9.1 LOS A 2.1 54.2 0.64 0.51 0.68 30.8 West: Kechter Rd 5 L2 All MCs 169 3.0 169 3.0 0.495 10.8 LOS B 3.5 88.8 0.69 0.61 0.90 29.7 2 T1 All MCs 187 3.0 187 3.0 0.495 10.8 LOS B 3.5 88.8 0.69 0.61 0.90 30.2 12 R2 All MCs 60 3.0 60 3.0 0.495 10.8 LOS B 3.5 88.8 0.69 0.61 0.90 30.0 Approach 416 3.0 416 3.0 0.495 10.8 LOS B 3.5 88.8 0.69 0.61 0.90 30.0 All Vehicles 2015 3.0 2015 3.0 0.979 26.8 LOS D 22.6 579.0 0.85 1.13 1.98 25.0 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:02 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx MOVEMENT SUMMARY Site: [2028B PM] #5 Ziegler Rd & Kechter Rd_2028 Background_PM (Year 2028 Background) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2028 Background PM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2028 Background PM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 39 3.0 39 3.0 0.590 15.5 LOS C 4.3 111.0 0.80 0.85 1.25 28.4 8 T1 All MCs 234 3.0 234 3.0 0.590 15.5 LOS C 4.3 111.0 0.80 0.85 1.25 28.9 18 R2 All MCs 123 3.0 123 3.0 0.590 15.5 LOS C 4.3 111.0 0.80 0.85 1.25 28.7 Approach 396 3.0 396 3.0 0.590 15.5 LOS C 4.3 111.0 0.80 0.85 1.25 28.8 East: Kechter Rd 1 L2 All MCs 52 3.0 52 3.0 0.663 14.5 LOS B 7.9 201.1 0.80 0.77 1.27 28.8 6 T1 All MCs 292 3.0 292 3.0 0.663 14.5 LOS B 7.9 201.1 0.80 0.77 1.27 29.3 16 R2 All MCs 255 3.0 255 3.0 0.663 14.5 LOS B 7.9 201.1 0.80 0.77 1.27 29.1 Approach 599 3.0 599 3.0 0.663 14.5 LOS B 7.9 201.1 0.80 0.77 1.27 29.2 North: Ziegler Rd 7 L2 All MCs 339 3.0 339 3.0 0.751 18.5 LOS C 11.3 290.5 0.90 0.97 1.64 26.8 4 T1 All MCs 194 3.0 194 3.0 0.751 18.5 LOS C 11.3 290.5 0.90 0.97 1.64 27.2 14 R2 All MCs 134 3.0 134 3.0 0.751 18.5 LOS C 11.3 290.5 0.90 0.97 1.64 27.1 Approach 667 3.0 667 3.0 0.751 18.5 LOS C 11.3 290.5 0.90 0.97 1.64 27.0 West: Kechter Rd 5 L2 All MCs 86 3.0 86 3.0 0.484 12.0 LOS B 3.0 76.4 0.73 0.71 0.98 29.5 2 T1 All MCs 207 3.0 207 3.0 0.484 12.0 LOS B 3.0 76.4 0.73 0.71 0.98 30.0 12 R2 All MCs 52 3.0 52 3.0 0.484 12.0 LOS B 3.0 76.4 0.73 0.71 0.98 29.8 Approach 345 3.0 345 3.0 0.484 12.0 LOS B 3.0 76.4 0.73 0.71 0.98 29.8 All Vehicles 2007 3.0 2007 3.0 0.751 15.6 LOS C 11.3 290.5 0.82 0.84 1.34 28.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:02 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Intersection Capacity Worksheets: Year 2045 Background HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2045 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 105 65 15 195 10 0 Future Vol, veh/h 105 65 15 195 10 0 Conflicting Peds, #/hr 0 9 9 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 80 80 50 50 Heavy Vehicles, % 2 2 1 1 0 0 Mvmt Flow 113 70 19 244 20 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 192 0 403 122 Stage 1 - - - - 122 - Stage 2 - - - - 281 - Critical Hdwy - - 4.11 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.209 - 3.5 3.3 Pot Cap-1 Maneuver - - 1388 - 607 935 Stage 1 - - - - 908 - Stage 2 - - - - 771 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1377 - 593 928 Mov Cap-2 Maneuver - - - - 593 - Stage 1 - - - - 902 - Stage 2 - - - - 759 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.55 11.28 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 593 - - - 129 - HCM Lane V/C Ratio 0.034 - - - 0.014 - HCM Ctrl Dly (s/v) 11.3 0 - - 7.6 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.1 - - - 0 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 70 55 40 35 130 70 620 50 80 290 25 Future Volume (vph) 70 55 40 35 130 70 620 50 80 290 25 Lane Group Flow (vph) 0 249 50 44 163 74 653 53 92 333 29 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.64 0.20 0.10 0.33 0.12 0.78 0.07 0.25 0.39 0.04 Control Delay (s/veh) 35.2 29.2 26.9 7.2 7.2 26.7 0.9 8.1 15.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 35.2 29.2 26.9 7.2 7.2 26.7 0.9 8.1 15.7 0.1 Queue Length 50th (ft) 96 19 16 0 12 256 0 15 100 0 Queue Length 95th (ft) 166 52 45 34 34 474 6 39 184 0 Internal Link Dist (ft) 585 547 1246 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 616 413 735 700 623 1347 1141 432 1363 1153 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.40 0.12 0.06 0.23 0.12 0.48 0.05 0.21 0.24 0.03 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 74.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 55 55 40 35 130 70 620 50 80 290 25 Future Volume (veh/h) 70 55 55 40 35 130 70 620 50 80 290 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.97 1.00 0.97 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 1810 1885 1810 1870 1870 1870 1900 1900 1900 1856 1856 1856 Adj Flow Rate, veh/h 97 76 76 50 44 162 74 653 53 92 333 29 Peak Hour Factor 0.72 0.72 0.72 0.80 0.80 0.80 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, % 1 1 1 2 2 2 0 0 0 3 3 3 Cap, veh/h 204 135 109 397 445 374 550 783 646 334 775 640 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.07 0.41 0.41 0.07 0.42 0.42 Sat Flow, veh/h 481 566 460 1226 1870 1573 1810 1900 1568 1767 1856 1531 Grp Volume(v), veh/h 249 0 0 50 44 162 74 653 53 92 333 29 Grp Sat Flow(s),veh/h/ln 1507 0 0 1226 1870 1573 1810 1900 1568 1767 1856 1531 Q Serve(g_s), s 6.2 0.0 0.0 0.0 1.0 4.9 1.2 17.2 1.1 1.6 7.1 0.6 Cycle Q Clear(g_c), s 8.2 0.0 0.0 2.1 1.0 4.9 1.2 17.2 1.1 1.6 7.1 0.6 Prop In Lane 0.39 0.31 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 448 0 0 397 445 374 550 783 646 334 775 640 V/C Ratio(X) 0.56 0.00 0.00 0.13 0.10 0.43 0.13 0.83 0.08 0.28 0.43 0.05 Avail Cap(c_a), veh/h 780 0 0 677 871 733 689 1753 1446 554 1811 1495 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.2 0.0 0.0 17.0 16.6 18.1 8.3 14.7 10.0 10.8 11.5 9.6 Incr Delay (d2), s/veh 1.1 0.0 0.0 0.1 0.1 0.8 0.1 2.4 0.1 0.4 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 0.0 0.0 0.5 0.4 1.7 0.4 6.3 0.3 0.5 2.4 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 20.3 0.0 0.0 17.2 16.7 18.9 8.5 17.1 10.0 11.3 11.9 9.7 LnGrp LOS C B B B A B B B B A Approach Vol, veh/h 249 256 780 454 Approach Delay, s/veh 20.3 18.2 15.8 11.6 Approach LOS C B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.7 28.8 18.3 9.0 28.5 18.3 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 3.2 9.1 10.2 3.6 19.2 6.9 Green Ext Time (p_c), s 0.0 1.2 0.8 0.1 2.6 0.8 Intersection Summary HCM 7th Control Delay, s/veh 15.7 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2045 Background - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 15 35 5 65 10 660 110 70 305 10 Future Vol, veh/h 15 5 15 35 5 65 10 660 110 70 305 10 Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 4 4 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 51 51 51 96 96 96 91 91 91 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 3 3 3 Mvmt Flow 17 6 17 69 10 127 10 688 115 77 335 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1204 1316 335 1204 1212 694 346 0 0 806 0 0 Stage 1 489 489 - 712 712 - - - - - - - Stage 2 715 827 - 492 500 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.11 6.51 6.21 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.11 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.11 5.51 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.509 4.009 3.309 2.2 - - 2.227 - - Pot Cap-1 Maneuver 162 159 711 162 183 445 1224 - - 814 - - Stage 1 564 553 - 425 437 - - - - - - - Stage 2 425 389 - 560 545 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 98 142 711 136 163 443 1224 - - 812 - - Mov Cap-2 Maneuver 98 142 - 136 163 - - - - - - - Stage 1 511 500 - 420 432 - - - - - - - Stage 2 293 384 - 490 493 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 30.17 31.2 0.1 1.8 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1224 - - 98 356 136 394 812 - - HCM Lane V/C Ratio 0.009 - - 0.174 0.064 0.505 0.348 0.095 - - HCM Ctrl Dly (s/v) 8 - - 49.3 15.8 55.8 18.9 9.9 - - HCM Lane LOS A - - E C F C A - - HCM 95th %tile Q(veh) 0 - - 0.6 0.2 2.4 1.5 0.3 - - HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2045 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 165 10 10 135 25 15 Future Vol, veh/h 165 10 10 135 25 15 Conflicting Peds, #/hr 0 6 6 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 79 90 90 50 50 Heavy Vehicles, % 4 4 2 2 19 19 Mvmt Flow 209 13 11 150 50 30 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 228 0 387 215 Stage 1 - - - - 215 - Stage 2 - - - - 172 - Critical Hdwy - - 4.12 - 6.59 6.39 Critical Hdwy Stg 1 - - - - 5.59 - Critical Hdwy Stg 2 - - - - 5.59 - Follow-up Hdwy - - 2.218 - 3.671 3.471 Pot Cap-1 Maneuver - - 1341 - 584 784 Stage 1 - - - - 782 - Stage 2 - - - - 818 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1334 - 576 780 Mov Cap-2 Maneuver - - - - 576 - Stage 1 - - - - 778 - Stage 2 - - - - 811 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.53 11.08 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 576 780 - - 124 - HCM Lane V/C Ratio 0.087 0.038 - - 0.008 - HCM Ctrl Dly (s/v) 11.8 9.8 - - 7.7 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 30 30 55 30 75 35 535 25 105 755 70 Future Volume (vph) 30 30 55 30 75 35 535 25 105 755 70 Lane Group Flow (vph) 0 114 64 35 87 42 637 30 114 821 76 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.35 0.25 0.09 0.23 0.11 0.56 0.03 0.22 0.65 0.07 Control Delay (s/veh) 28.0 33.6 30.7 6.9 6.1 17.2 0.0 6.2 17.5 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 28.0 33.6 30.7 6.9 6.1 17.2 0.0 6.2 17.5 2.0 Queue Length 50th (ft) 41 30 16 0 5 217 0 16 310 0 Queue Length 95th (ft) 86 67 41 26 20 409 0 48 #661 16 Internal Link Dist (ft) 585 547 1246 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 582 468 679 606 423 1306 1110 579 1367 1160 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.14 0.05 0.14 0.10 0.49 0.03 0.20 0.60 0.07 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 78.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 30 35 55 30 75 35 535 25 105 755 70 Future Volume (veh/h) 30 30 35 55 30 75 35 535 25 105 755 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.97 0.98 0.98 1.00 0.98 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 1824 1900 1824 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 36 36 42 64 35 87 42 637 30 114 821 76 Peak Hour Factor 0.84 0.84 0.84 0.86 0.86 0.86 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 1 1 1 0 0 0 Cap, veh/h 126 108 96 341 310 258 334 1024 847 468 1070 886 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.05 0.54 0.54 0.07 0.56 0.56 Sat Flow, veh/h 348 662 589 1312 1900 1581 1795 1885 1560 1810 1900 1574 Grp Volume(v), veh/h 114 0 0 64 35 87 42 637 30 114 821 76 Grp Sat Flow(s),veh/h/ln 1600 0 0 1312 1900 1581 1795 1885 1560 1810 1900 1574 Q Serve(g_s), s 0.9 0.0 0.0 0.0 1.1 3.3 0.7 15.9 0.6 1.8 22.7 1.5 Cycle Q Clear(g_c), s 4.1 0.0 0.0 2.3 1.1 3.3 0.7 15.9 0.6 1.8 22.7 1.5 Prop In Lane 0.32 0.37 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 330 0 0 341 310 258 334 1024 847 468 1070 886 V/C Ratio(X) 0.35 0.00 0.00 0.19 0.11 0.34 0.13 0.62 0.04 0.24 0.77 0.09 Avail Cap(c_a), veh/h 665 0 0 627 723 602 460 1422 1176 639 1516 1256 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.6 0.0 0.0 24.9 24.4 25.3 9.5 10.8 7.3 7.7 11.5 6.8 Incr Delay (d2), s/veh 2.2 0.0 0.0 1.0 0.6 2.8 0.2 2.2 0.1 0.3 4.3 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.0 1.0 0.5 1.4 0.2 5.7 0.2 0.5 8.5 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 27.8 0.0 0.0 25.8 24.9 28.1 9.6 13.0 7.3 8.0 15.8 7.0 LnGrp LOS C C C C A B A A B A Approach Vol, veh/h 114 186 709 1011 Approach Delay, s/veh 27.8 26.7 12.6 14.2 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.2 43.9 16.1 9.5 42.6 16.1 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 2.7 24.7 6.1 3.8 17.9 5.3 Green Ext Time (p_c), s 0.0 12.7 0.9 0.1 9.0 1.7 Intersection Summary HCM 7th Control Delay, s/veh 15.6 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2045 Background - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 5 20 20 5 30 15 545 45 45 780 20 Future Vol, veh/h 20 5 20 20 5 30 15 545 45 45 780 20 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 12 12 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 60 60 60 83 83 83 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 25 6 25 33 8 50 18 657 54 49 857 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1656 1715 859 1666 1683 672 879 0 0 723 0 0 Stage 1 956 956 - 705 705 - - - - - - - Stage 2 700 759 - 961 978 - - - - - - - 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 79 91 359 78 95 460 777 - - 889 - - Stage 1 313 339 - 430 442 - - - - - - - Stage 2 433 418 - 311 331 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 59 83 358 61 87 454 777 - - 880 - - Mov Cap-2 Maneuver 59 83 - 61 87 - - - - - - - Stage 1 295 320 - 416 428 - - - - - - - Stage 2 368 404 - 267 313 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 60.1 56.48 0.24 0.5 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 777 - - 59 216 61 283 880 - - HCM Lane V/C Ratio 0.023 - - 0.419 0.143 0.543 0.206 0.056 - - HCM Ctrl Dly (s/v) 9.7 - - 104.6 24.5 118.6 21 9.3 - - HCM Lane LOS A - - F C F C A - - HCM 95th %tile Q(veh) 0.1 - - 1.6 0.5 2.2 0.8 0.2 - - MOVEMENT SUMMARY Site: [2045B AM] #5 Ziegler Rd & Kechter Rd_2045 Background_AM (Year 2045 Background) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2045 Background AM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2045 Background AM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 36 3.0 36 3.0 0.925 39.3 LOS E 19.5 498.8 1.00 1.60 2.91 21.9 8 T1 All MCs 479 3.0 479 3.0 0.925 39.3 LOS E 19.5 498.8 1.00 1.60 2.91 22.2 18 R2 All MCs 171 3.0 171 3.0 0.925 39.3 LOS E 19.5 498.8 1.00 1.60 2.91 22.1 Approach 686 3.0 686 3.0 0.925 39.3 LOS E 19.5 498.8 1.00 1.60 2.91 22.2 East: Kechter Rd 1 L2 All MCs 192 3.0 192 3.0 1.230 136.4 LOS F 56.4 1443.6 1.00 3.37 8.20 12.2 6 T1 All MCs 273 3.0 273 3.0 1.230 136.4 LOS F 56.4 1443.6 1.00 3.37 8.20 12.3 16 R2 All MCs 297 3.0 297 3.0 1.230 136.4 LOS F 56.4 1443.6 1.00 3.37 8.20 12.3 Approach 762 3.0 762 3.0 1.230 136.4 LOS F 56.4 1443.6 1.00 3.37 8.20 12.3 North: Ziegler Rd 7 L2 All MCs 134 3.0 134 3.0 0.464 10.0 LOS B 3.0 75.8 0.67 0.56 0.80 30.1 4 T1 All MCs 183 3.0 183 3.0 0.464 10.0 LOS B 3.0 75.8 0.67 0.56 0.80 30.7 14 R2 All MCs 81 3.0 81 3.0 0.464 10.0 LOS B 3.0 75.8 0.67 0.56 0.80 30.4 Approach 398 3.0 398 3.0 0.464 10.0 LOS B 3.0 75.8 0.67 0.56 0.80 30.4 West: Kechter Rd 5 L2 All MCs 192 3.0 192 3.0 0.594 13.6 LOS B 5.2 132.7 0.77 0.77 1.18 28.6 2 T1 All MCs 215 3.0 215 3.0 0.594 13.6 LOS B 5.2 132.7 0.77 0.77 1.18 29.1 12 R2 All MCs 70 3.0 70 3.0 0.594 13.6 LOS B 5.2 132.7 0.77 0.77 1.18 28.9 Approach 477 3.0 477 3.0 0.594 13.6 LOS B 5.2 132.7 0.77 0.77 1.18 28.9 All Vehicles 2322 3.0 2322 3.0 1.230 60.8 LOS F 56.4 1443.6 0.90 1.83 3.93 19.0 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:03 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx MOVEMENT SUMMARY Site: [2045B PM] #5 Ziegler Rd & Kechter Rd_2045 Background_PM (Year 2045 Background) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2045 Background PM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2045 Background PM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 44 3.0 44 3.0 0.766 26.4 LOS D 7.2 184.6 0.91 1.13 1.82 25.0 8 T1 All MCs 269 3.0 269 3.0 0.766 26.4 LOS D 7.2 184.6 0.91 1.13 1.82 25.4 18 R2 All MCs 144 3.0 144 3.0 0.766 26.4 LOS D 7.2 184.6 0.91 1.13 1.82 25.2 Approach 456 3.0 456 3.0 0.766 26.4 LOS D 7.2 184.6 0.91 1.13 1.82 25.3 East: Kechter Rd 1 L2 All MCs 62 3.0 62 3.0 0.837 25.1 LOS D 15.9 406.4 1.00 1.23 2.14 25.4 6 T1 All MCs 349 3.0 349 3.0 0.837 25.1 LOS D 15.9 406.4 1.00 1.23 2.14 25.8 16 R2 All MCs 302 3.0 302 3.0 0.837 25.1 LOS D 15.9 406.4 1.00 1.23 2.14 25.6 Approach 714 3.0 714 3.0 0.837 25.1 LOS D 15.9 406.4 1.00 1.23 2.14 25.7 North: Ziegler Rd 7 L2 All MCs 403 3.0 403 3.0 0.970 45.0 LOS E 28.3 724.6 1.00 1.83 3.29 20.4 4 T1 All MCs 231 3.0 231 3.0 0.970 45.0 LOS E 28.3 724.6 1.00 1.83 3.29 20.7 14 R2 All MCs 161 3.0 161 3.0 0.970 45.0 LOS E 28.3 724.6 1.00 1.83 3.29 20.6 Approach 796 3.0 796 3.0 0.970 45.0 LOS E 28.3 724.6 1.00 1.83 3.29 20.5 West: Kechter Rd 5 L2 All MCs 100 3.0 100 3.0 0.635 18.1 LOS C 4.6 118.9 0.83 0.91 1.32 27.3 2 T1 All MCs 239 3.0 239 3.0 0.635 18.1 LOS C 4.6 118.9 0.83 0.91 1.32 27.8 12 R2 All MCs 61 3.0 61 3.0 0.635 18.1 LOS C 4.6 118.9 0.83 0.91 1.32 27.6 Approach 400 3.0 400 3.0 0.635 18.1 LOS C 4.6 118.9 0.83 0.91 1.32 27.6 All Vehicles 2365 3.0 2365 3.0 0.970 30.8 LOS D 28.3 724.6 0.95 1.36 2.33 23.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:03 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Intersection Capacity Worksheets: Year 2028 Background+ Project HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2028 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 90 62 37 165 14 11 Future Vol, veh/h 90 62 37 165 14 11 Conflicting Peds, #/hr 0 9 9 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 80 80 50 50 Heavy Vehicles, % 2 2 1 1 0 0 Mvmt Flow 97 67 46 206 28 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 172 0 405 106 Stage 1 - - - - 106 - Stage 2 - - - - 299 - Critical Hdwy - - 4.11 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.209 - 3.5 3.3 Pot Cap-1 Maneuver - - 1411 - 606 954 Stage 1 - - - - 924 - Stage 2 - - - - 757 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1400 - 579 947 Mov Cap-2 Maneuver - - - - 579 - Stage 1 - - - - 917 - Stage 2 - - - - 729 - Approach EB WB NB HCM Ctrl Dly, s/v 0 1.4 10.37 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 579 947 - - 330 - HCM Lane V/C Ratio 0.048 0.023 - - 0.033 - HCM Ctrl Dly (s/v) 11.5 8.9 - - 7.7 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.2 0.1 - - 0.1 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 45 35 30 114 101 539 40 72 282 20 Future Volume (vph) 60 45 35 30 114 101 539 40 72 282 20 Lane Group Flow (vph) 0 260 44 38 143 106 567 42 83 324 23 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.62 0.17 0.08 0.29 0.18 0.73 0.06 0.20 0.42 0.03 Control Delay (s/veh) 29.5 25.7 23.7 6.8 7.7 24.9 0.2 7.9 16.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 29.5 25.7 23.7 6.8 7.7 24.9 0.2 7.9 16.7 0.1 Queue Length 50th (ft) 83 14 12 0 16 197 0 13 94 0 Queue Length 95th (ft) 148 44 37 32 46 393 0 37 182 0 Internal Link Dist (ft) 585 547 485 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 683 438 799 735 606 1443 1215 480 1462 1230 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.10 0.05 0.19 0.17 0.39 0.03 0.17 0.22 0.02 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 67.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 45 82 35 30 114 101 539 40 72 282 20 Future Volume (veh/h) 60 45 82 35 30 114 101 539 40 72 282 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.97 1.00 0.97 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 1810 1885 1810 1870 1870 1870 1900 1900 1900 1856 1856 1856 Adj Flow Rate, veh/h 83 62 114 44 38 142 106 567 42 83 324 23 Peak Hour Factor 0.72 0.72 0.72 0.80 0.80 0.80 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, % 1 1 1 2 2 2 0 0 0 3 3 3 Cap, veh/h 188 118 167 419 463 389 533 712 587 359 683 563 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.08 0.37 0.37 0.07 0.37 0.37 Sat Flow, veh/h 383 478 677 1201 1870 1574 1810 1900 1567 1767 1856 1530 Grp Volume(v), veh/h 259 0 0 44 38 142 106 567 42 83 324 23 Grp Sat Flow(s),veh/h/ln 1538 0 0 1201 1870 1574 1810 1900 1567 1767 1856 1530 Q Serve(g_s), s 5.1 0.0 0.0 0.0 0.8 3.8 1.7 13.6 0.9 1.4 6.8 0.5 Cycle Q Clear(g_c), s 7.6 0.0 0.0 1.6 0.8 3.8 1.7 13.6 0.9 1.4 6.8 0.5 Prop In Lane 0.32 0.44 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 474 0 0 419 463 389 533 712 587 359 683 563 V/C Ratio(X) 0.55 0.00 0.00 0.11 0.08 0.36 0.20 0.80 0.07 0.23 0.47 0.04 Avail Cap(c_a), veh/h 865 0 0 734 954 803 671 1920 1583 610 1984 1636 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.2 0.0 0.0 15.1 14.7 15.9 8.7 14.2 10.2 10.2 12.3 10.3 Incr Delay (d2), s/veh 1.0 0.0 0.0 0.1 0.1 0.6 0.2 2.1 0.1 0.3 0.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 0.0 0.4 0.3 1.3 0.5 4.9 0.2 0.4 2.3 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 18.2 0.0 0.0 15.2 14.8 16.4 8.9 16.3 10.3 10.6 12.9 10.4 LnGrp LOS B B B B A B B B B B Approach Vol, veh/h 259 224 715 430 Approach Delay, s/veh 18.2 15.9 14.9 12.3 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.1 24.3 17.6 8.8 24.6 17.6 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 3.7 8.8 9.6 3.4 15.6 5.8 Green Ext Time (p_c), s 0.1 1.1 0.8 0.1 2.1 0.7 Intersection Summary HCM 7th Control Delay, s/veh 14.8 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2028 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 5 10 30 5 55 10 600 95 60 277 10 Future Vol, veh/h 11 5 10 30 5 55 10 600 95 60 277 10 Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 4 4 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 51 51 51 96 96 96 91 91 91 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 3 3 3 Mvmt Flow 13 6 11 59 10 108 10 625 99 66 304 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1089 1185 304 1089 1097 631 315 0 0 728 0 0 Stage 1 436 436 - 650 650 - - - - - - - Stage 2 653 749 - 439 447 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.11 6.51 6.21 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.11 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.11 5.51 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.509 4.009 3.309 2.2 - - 2.227 - - Pot Cap-1 Maneuver 195 191 740 194 214 483 1256 - - 871 - - Stage 1 603 583 - 460 467 - - - - - - - Stage 2 460 422 - 599 575 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 132 174 740 169 195 480 1256 - - 868 - - Mov Cap-2 Maneuver 132 174 - 169 195 - - - - - - - Stage 1 557 539 - 454 461 - - - - - - - Stage 2 345 417 - 539 531 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 23.91 23.45 0.11 1.64 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1256 - - 132 355 169 428 868 - - HCM Lane V/C Ratio 0.008 - - 0.095 0.048 0.348 0.275 0.076 - - HCM Ctrl Dly (s/v) 7.9 - - 35.2 15.6 37.2 16.6 9.5 - - HCM Lane LOS A - - E C E C A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.2 1.4 1.1 0.2 - - HCM 7th TWSC 5: Ziegler Rd & New Access 08/13/2025 2028 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 60 620 45 74 348 Future Vol, veh/h 0 60 620 45 74 348 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 - - 0 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 71 729 53 87 409 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 756 0 0 782 0 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 408 - - 836 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 408 - - 836 - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach WB NB SB HCM Ctrl Dly, s/v 15.66 0 1.72 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 408 836 - HCM Lane V/C Ratio - - 0.173 0.104 - HCM Ctrl Dly (s/v) - - 15.7 9.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.6 0.3 - HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2028 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 3.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 135 20 36 110 31 49 Future Vol, veh/h 135 20 36 110 31 49 Conflicting Peds, #/hr 0 6 6 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 79 90 90 50 50 Heavy Vehicles, % 4 4 2 2 19 19 Mvmt Flow 171 25 40 122 62 98 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 202 0 379 177 Stage 1 - - - - 177 - Stage 2 - - - - 202 - Critical Hdwy - - 4.12 - 6.59 6.39 Critical Hdwy Stg 1 - - - - 5.59 - Critical Hdwy Stg 2 - - - - 5.59 - Follow-up Hdwy - - 2.218 - 3.671 3.471 Pot Cap-1 Maneuver - - 1370 - 591 824 Stage 1 - - - - 814 - Stage 2 - - - - 793 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1363 - 569 820 Mov Cap-2 Maneuver - - - - 569 - Stage 1 - - - - 810 - Stage 2 - - - - 768 - Approach EB WB NB HCM Ctrl Dly, s/v 0 1.9 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 569 820 - - 444 - HCM Lane V/C Ratio 0.109 0.12 - - 0.029 - HCM Ctrl Dly (s/v) 12.1 10 - - 7.7 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.4 0.4 - - 0.1 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 25 45 25 71 154 503 20 100 686 60 Future Volume (vph) 25 25 45 25 71 154 503 20 100 686 60 Lane Group Flow (vph) 0 152 52 29 83 183 599 24 109 746 65 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.43 0.24 0.08 0.23 0.52 0.59 0.03 0.22 0.78 0.08 Control Delay (s/veh) 21.3 32.9 29.6 6.3 11.6 17.8 0.1 6.4 23.4 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 21.3 32.9 29.6 6.3 11.6 17.8 0.1 6.4 23.4 1.4 Queue Length 50th (ft) 35 22 12 0 25 194 0 14 268 0 Queue Length 95th (ft) 88 57 36 24 69 376 0 47 549 11 Internal Link Dist (ft) 585 547 485 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 579 383 629 569 358 1263 1077 558 1350 1147 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.14 0.05 0.15 0.51 0.47 0.02 0.20 0.55 0.06 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 80 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2028 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 25 77 45 25 71 154 503 20 100 686 60 Future Volume (veh/h) 25 25 77 45 25 71 154 503 20 100 686 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.97 0.98 0.98 1.00 0.98 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 1824 1900 1824 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 30 30 92 52 29 83 183 599 24 109 746 65 Peak Hour Factor 0.84 0.84 0.84 0.86 0.86 0.86 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 1 1 1 0 0 0 Cap, veh/h 97 79 177 328 347 290 391 1009 835 477 975 807 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.09 0.54 0.54 0.06 0.51 0.51 Sat Flow, veh/h 201 429 967 1266 1900 1584 1795 1885 1559 1810 1900 1574 Grp Volume(v), veh/h 152 0 0 52 29 83 183 599 24 109 746 65 Grp Sat Flow(s),veh/h/ln 1597 0 0 1266 1900 1584 1795 1885 1559 1810 1900 1574 Q Serve(g_s), s 1.4 0.0 0.0 0.0 0.9 3.2 3.2 15.4 0.5 1.9 22.4 1.5 Cycle Q Clear(g_c), s 5.9 0.0 0.0 2.6 0.9 3.2 3.2 15.4 0.5 1.9 22.4 1.5 Prop In Lane 0.20 0.61 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 353 0 0 328 347 290 391 1009 835 477 975 807 V/C Ratio(X) 0.43 0.00 0.00 0.16 0.08 0.29 0.47 0.59 0.03 0.23 0.77 0.08 Avail Cap(c_a), veh/h 635 0 0 559 693 577 437 1362 1126 640 1452 1203 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.2 0.0 0.0 24.9 24.2 25.1 11.2 11.3 7.8 8.3 13.9 8.8 Incr Delay (d2), s/veh 3.0 0.0 0.0 0.8 0.4 2.0 0.9 2.0 0.1 0.2 4.6 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 0.0 0.8 0.4 1.3 1.0 5.7 0.2 0.6 9.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 29.2 0.0 0.0 25.7 24.5 27.1 12.1 13.3 7.9 8.6 18.5 9.0 LnGrp LOS C C C C B B A A B A Approach Vol, veh/h 152 164 806 920 Approach Delay, s/veh 29.2 26.2 12.9 16.6 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.2 42.1 18.0 9.6 43.7 18.0 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 5.2 24.4 7.9 3.9 17.4 5.2 Green Ext Time (p_c), s 0.1 11.1 1.2 0.1 8.2 1.4 Intersection Summary HCM 7th Control Delay, s/veh 16.9 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2028 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 15 20 5 25 15 517 40 40 718 15 Future Vol, veh/h 15 5 15 20 5 25 15 517 40 40 718 15 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 12 12 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 60 60 60 83 83 83 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 19 6 19 33 8 42 18 623 48 44 789 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1543 1596 791 1553 1564 638 805 0 0 683 0 0 Stage 1 877 877 - 671 671 - - - - - - - Stage 2 666 719 - 882 893 - - - - - - - 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 95 108 393 93 113 480 828 - - 919 - - Stage 1 346 369 - 449 458 - - - - - - - Stage 2 452 436 - 344 363 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 99 392 77 104 474 828 - - 910 - - Mov Cap-2 Maneuver 74 99 - 77 104 - - - - - - - Stage 1 329 351 - 435 444 - - - - - - - Stage 2 395 422 - 306 345 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 42.65 45.15 0.25 0.47 HCM LOS E E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 828 - - 74 226 77 297 910 - - HCM Lane V/C Ratio 0.022 - - 0.25 0.109 0.433 0.168 0.048 - - HCM Ctrl Dly (s/v) 9.4 - - 69 22.9 83.6 19.5 9.2 - - HCM Lane LOS A - - F C F C A - - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.4 1.7 0.6 0.2 - - HCM 7th TWSC 5: Ziegler Rd & New Access 08/13/2025 2028 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 181 495 62 102 773 Future Vol, veh/h 0 181 495 62 102 773 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 - - 0 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 213 582 73 120 909 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 619 0 0 655 0 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 489 - - 932 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 489 - - 932 - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach WB NB SB HCM Ctrl Dly, s/v 17.93 0 1.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 489 932 - HCM Lane V/C Ratio - - 0.436 0.129 - HCM Ctrl Dly (s/v) - - 17.9 9.4 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 2.2 0.4 - MOVEMENT SUMMARY Site: [2028P AM] #5 Ziegler Rd & Kechter Rd_2028 Background + Project_AM (Year 2028 Background + Project) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2028 Background + Project AM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2028 Background + Project AM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 29 3.0 29 3.0 0.784 23.0 LOS C 10.6 271.4 0.94 1.12 1.91 26.1 8 T1 All MCs 426 3.0 426 3.0 0.784 23.0 LOS C 10.6 271.4 0.94 1.12 1.91 26.5 18 R2 All MCs 143 3.0 143 3.0 0.784 23.0 LOS C 10.6 271.4 0.94 1.12 1.91 26.3 Approach 597 3.0 597 3.0 0.784 23.0 LOS C 10.6 271.4 0.94 1.12 1.91 26.4 East: Kechter Rd 1 L2 All MCs 163 3.0 163 3.0 0.986 54.2 LOS F 22.9 585.9 1.00 1.89 3.64 19.0 6 T1 All MCs 233 3.0 233 3.0 0.986 54.2 LOS F 22.9 585.9 1.00 1.89 3.64 19.2 16 R2 All MCs 267 3.0 267 3.0 0.986 54.2 LOS F 22.9 585.9 1.00 1.89 3.64 19.1 Approach 663 3.0 663 3.0 0.986 54.2 LOS F 22.9 585.9 1.00 1.89 3.64 19.1 North: Ziegler Rd 7 L2 All MCs 160 3.0 160 3.0 0.559 12.1 LOS B 4.6 117.6 0.73 0.68 1.03 29.3 4 T1 All MCs 213 3.0 213 3.0 0.559 12.1 LOS B 4.6 117.6 0.73 0.68 1.03 29.8 14 R2 All MCs 101 3.0 101 3.0 0.559 12.1 LOS B 4.6 117.6 0.73 0.68 1.03 29.6 Approach 474 3.0 474 3.0 0.559 12.1 LOS B 4.6 117.6 0.73 0.68 1.03 29.6 West: Kechter Rd 5 L2 All MCs 177 3.0 177 3.0 0.553 13.2 LOS B 4.1 106.0 0.76 0.76 1.12 28.7 2 T1 All MCs 180 3.0 180 3.0 0.553 13.2 LOS B 4.1 106.0 0.76 0.76 1.12 29.2 12 R2 All MCs 58 3.0 58 3.0 0.553 13.2 LOS B 4.1 106.0 0.76 0.76 1.12 29.0 Approach 415 3.0 415 3.0 0.553 13.2 LOS B 4.1 106.0 0.76 0.76 1.12 29.0 All Vehicles 2149 3.0 2149 3.0 0.986 28.3 LOS D 22.9 585.9 0.88 1.19 2.10 24.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:03 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx MOVEMENT SUMMARY Site: [2028P PM] #5 Ziegler Rd & Kechter Rd_2028 Background + Project_PM (Year 2028 Background + Project) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2028 Background + Project PM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2028 Background + Project PM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 38 3.0 38 3.0 0.636 17.7 LOS C 4.9 126.5 0.83 0.92 1.38 27.7 8 T1 All MCs 256 3.0 256 3.0 0.636 17.7 LOS C 4.9 126.5 0.83 0.92 1.38 28.2 18 R2 All MCs 119 3.0 119 3.0 0.636 17.7 LOS C 4.9 126.5 0.83 0.92 1.38 28.0 Approach 412 3.0 412 3.0 0.636 17.7 LOS C 4.9 126.5 0.83 0.92 1.38 28.1 East: Kechter Rd 1 L2 All MCs 52 3.0 52 3.0 0.714 17.0 LOS C 9.4 241.1 0.86 0.90 1.50 27.9 6 T1 All MCs 292 3.0 292 3.0 0.714 17.0 LOS C 9.4 241.1 0.86 0.90 1.50 28.4 16 R2 All MCs 277 3.0 277 3.0 0.714 17.0 LOS C 9.4 241.1 0.86 0.90 1.50 28.2 Approach 621 3.0 621 3.0 0.714 17.0 LOS C 9.4 241.1 0.86 0.90 1.50 28.3 North: Ziegler Rd 7 L2 All MCs 363 3.0 363 3.0 0.832 23.9 LOS C 16.5 423.3 1.00 1.19 2.08 25.2 4 T1 All MCs 223 3.0 223 3.0 0.832 23.9 LOS C 16.5 423.3 1.00 1.19 2.08 25.6 14 R2 All MCs 154 3.0 154 3.0 0.832 23.9 LOS C 16.5 423.3 1.00 1.19 2.08 25.4 Approach 740 3.0 740 3.0 0.832 23.9 LOS C 16.5 423.3 1.00 1.19 2.08 25.4 West: Kechter Rd 5 L2 All MCs 101 3.0 101 3.0 0.523 13.6 LOS B 3.3 84.7 0.76 0.77 1.07 28.8 2 T1 All MCs 200 3.0 200 3.0 0.523 13.6 LOS B 3.3 84.7 0.76 0.77 1.07 29.3 12 R2 All MCs 50 3.0 50 3.0 0.523 13.6 LOS B 3.3 84.7 0.76 0.77 1.07 29.1 Approach 351 3.0 351 3.0 0.523 13.6 LOS B 3.3 84.7 0.76 0.77 1.07 29.2 All Vehicles 2124 3.0 2124 3.0 0.832 19.0 LOS C 16.5 423.3 0.89 0.98 1.61 27.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:03 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx Southeast Community Center – City of Fort Collins Traffic Impact Study (FT #25082) Fox Tuttle Transportation Group, LLC September 8, 2025 Intersection Capacity Worksheets: Year 2045 Background+ Project HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2045 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 105 72 37 195 14 11 Future Vol, veh/h 105 72 37 195 14 11 Conflicting Peds, #/hr 0 9 9 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 80 80 50 50 Heavy Vehicles, % 2 2 1 1 0 0 Mvmt Flow 113 77 46 244 28 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 199 0 458 122 Stage 1 - - - - 122 - Stage 2 - - - - 336 - Critical Hdwy - - 4.11 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.209 - 3.5 3.3 Pot Cap-1 Maneuver - - 1379 - 564 935 Stage 1 - - - - 908 - Stage 2 - - - - 728 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1369 - 538 928 Mov Cap-2 Maneuver - - - - 538 - Stage 1 - - - - 902 - Stage 2 - - - - 700 - Approach EB WB NB HCM Ctrl Dly, s/v 0 1.23 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 538 928 - - 287 - HCM Lane V/C Ratio 0.052 0.024 - - 0.034 - HCM Ctrl Dly (s/v) 12.1 9 - - 7.7 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.2 0.1 - - 0.1 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 70 55 40 35 134 111 639 50 87 327 25 Future Volume (vph) 70 55 40 35 134 111 639 50 87 327 25 Lane Group Flow (vph) 0 301 50 44 168 117 673 53 100 376 29 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.71 0.21 0.09 0.32 0.21 0.80 0.07 0.29 0.44 0.04 Control Delay (s/veh) 37.1 30.2 27.2 7.0 8.2 28.7 0.9 9.1 17.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 37.1 30.2 27.2 7.0 8.2 28.7 0.9 9.1 17.2 0.1 Queue Length 50th (ft) 128 21 18 0 23 298 0 19 130 0 Queue Length 95th (ft) 193 53 45 35 50 497 6 42 210 0 Internal Link Dist (ft) 585 547 485 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 587 340 684 666 571 1284 1091 398 1298 1103 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.51 0.15 0.06 0.25 0.20 0.52 0.05 0.25 0.29 0.03 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 78.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 55 92 40 35 134 111 639 50 87 327 25 Future Volume (veh/h) 70 55 92 40 35 134 111 639 50 87 327 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.97 1.00 0.97 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 1810 1885 1810 1870 1870 1870 1900 1900 1900 1856 1856 1856 Adj Flow Rate, veh/h 97 76 128 50 44 168 117 673 53 100 376 29 Peak Hour Factor 0.72 0.72 0.72 0.80 0.80 0.80 0.95 0.95 0.95 0.87 0.87 0.87 Percent Heavy Veh, % 1 1 1 2 2 2 0 0 0 3 3 3 Cap, veh/h 182 124 169 368 489 411 513 790 652 310 759 627 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.08 0.42 0.42 0.07 0.41 0.41 Sat Flow, veh/h 398 475 646 1171 1870 1574 1810 1900 1568 1767 1856 1531 Grp Volume(v), veh/h 301 0 0 50 44 168 117 673 53 100 376 29 Grp Sat Flow(s),veh/h/ln 1519 0 0 1171 1870 1574 1810 1900 1568 1767 1856 1531 Q Serve(g_s), s 8.4 0.0 0.0 0.0 1.1 5.4 2.2 19.6 1.3 1.9 9.2 0.7 Cycle Q Clear(g_c), s 11.0 0.0 0.0 2.8 1.1 5.4 2.2 19.6 1.3 1.9 9.2 0.7 Prop In Lane 0.32 0.43 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 475 0 0 368 489 411 513 790 652 310 759 627 V/C Ratio(X) 0.63 0.00 0.00 0.14 0.09 0.41 0.23 0.85 0.08 0.32 0.50 0.05 Avail Cap(c_a), veh/h 715 0 0 559 794 668 612 1598 1319 504 1651 1363 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.6 0.0 0.0 17.7 17.1 18.7 9.4 16.2 10.8 12.3 13.4 10.9 Incr Delay (d2), s/veh 1.4 0.0 0.0 0.2 0.1 0.7 0.2 2.7 0.1 0.6 0.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 0.0 0.0 0.5 0.5 1.9 0.7 7.5 0.4 0.6 3.3 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.0 0.0 0.0 17.9 17.2 19.4 9.7 18.9 10.9 12.9 13.9 10.9 LnGrp LOS C B B B A B B B B B Approach Vol, veh/h 301 262 843 505 Approach Delay, s/veh 22.0 18.7 17.1 13.5 Approach LOS C B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.7 30.6 21.0 9.3 30.9 21.0 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 4.2 11.2 13.0 3.9 21.6 7.4 Green Ext Time (p_c), s 0.1 1.3 0.9 0.1 2.7 0.9 Intersection Summary HCM 7th Control Delay, s/veh 17.2 HCM 7th LOS B Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2045 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 15 35 5 65 10 705 110 70 327 10 Future Vol, veh/h 15 5 15 35 5 65 10 705 110 70 327 10 Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 4 4 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 51 51 51 96 96 96 91 91 91 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 3 3 3 Mvmt Flow 17 6 17 69 10 127 10 734 115 77 359 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1275 1387 359 1275 1283 740 370 0 0 853 0 0 Stage 1 513 513 - 759 759 - - - - - - - Stage 2 762 874 - 516 524 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.11 6.51 6.21 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.11 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.11 5.51 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.509 4.009 3.309 2.2 - - 2.227 - - Pot Cap-1 Maneuver 145 144 690 144 166 418 1199 - - 782 - - Stage 1 548 539 - 400 416 - - - - - - - Stage 2 400 370 - 544 531 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 84 128 690 120 148 416 1199 - - 779 - - Mov Cap-2 Maneuver 84 128 - 120 148 - - - - - - - Stage 1 494 486 - 395 411 - - - - - - - Stage 2 268 366 - 472 479 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 34.47 36.52 0.1 1.74 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1199 - - 84 330 120 368 779 - - HCM Lane V/C Ratio 0.009 - - 0.202 0.069 0.57 0.373 0.099 - - HCM Ctrl Dly (s/v) 8 - - 58.1 16.7 68.6 20.5 10.1 - - HCM Lane LOS A - - F C F C B - - HCM 95th %tile Q(veh) 0 - - 0.7 0.2 2.8 1.7 0.3 - - HCM 7th TWSC 5: Ziegler Rd & New Access 08/13/2025 2045 Background with Project - AM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 60 740 45 74 408 Future Vol, veh/h 0 60 740 45 74 408 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 - - 0 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 71 871 53 87 480 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 897 0 0 924 0 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 338 - - 740 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 338 - - 740 - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach WB NB SB HCM Ctrl Dly, s/v 18.42 0 1.61 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 338 740 - HCM Lane V/C Ratio - - 0.209 0.118 - HCM Ctrl Dly (s/v) - - 18.4 10.5 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.8 0.4 - HCM 7th TWSC 1: High School Driveway & Rock Creek Dr 08/13/2025 2045 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 1 Intersection Int Delay, s/veh 3.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 165 20 41 135 36 49 Future Vol, veh/h 165 20 41 135 36 49 Conflicting Peds, #/hr 0 6 6 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 190 - - 185 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 79 90 90 50 50 Heavy Vehicles, % 4 4 2 2 19 19 Mvmt Flow 209 25 46 150 72 98 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 240 0 456 215 Stage 1 - - - - 215 - Stage 2 - - - - 241 - Critical Hdwy - - 4.12 - 6.59 6.39 Critical Hdwy Stg 1 - - - - 5.59 - Critical Hdwy Stg 2 - - - - 5.59 - Follow-up Hdwy - - 2.218 - 3.671 3.471 Pot Cap-1 Maneuver - - 1326 - 532 784 Stage 1 - - - - 782 - Stage 2 - - - - 761 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1320 - 510 780 Mov Cap-2 Maneuver - - - - 510 - Stage 1 - - - - 778 - Stage 2 - - - - 732 - Approach EB WB NB HCM Ctrl Dly, s/v 0 1.82 11.52 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 510 780 - - 419 - HCM Lane V/C Ratio 0.141 0.126 - - 0.035 - HCM Ctrl Dly (s/v) 13.2 10.3 - - 7.8 0 HCM Lane LOS B B - - A A HCM 95th %tile Q(veh) 0.5 0.4 - - 0.1 - Timings 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 2 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 30 30 55 30 86 159 592 25 115 806 70 Future Volume (vph) 30 30 55 30 86 159 592 25 115 806 70 Lane Group Flow (vph) 0 174 64 35 100 189 705 30 125 876 76 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 1 6 5 2 Permitted Phases 4 8 8 6 6 2 2 Detector Phase 4 4 8 8 8 1 6 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 7.0 7.0 4.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 33.0 33.0 11.0 33.5 33.5 11.0 35.5 35.5 Total Split (s) 31.0 31.0 31.0 31.0 31.0 13.0 57.0 57.0 16.0 60.0 60.0 Total Split (%) 29.8% 29.8% 29.8% 29.8% 29.8% 12.5% 54.8% 54.8% 15.4% 57.7% 57.7% Yellow Time (s) 3.0 3.0 3.5 3.5 3.5 3.5 4.5 4.5 3.5 4.5 4.5 All-Red Time (s) 3.0 3.0 2.5 2.5 2.5 2.5 2.0 2.0 2.5 2.0 2.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None None Min Min None Min Min v/c Ratio 0.51 0.34 0.10 0.28 0.68 0.70 0.03 0.31 0.85 0.08 Control Delay (s/veh) 26.7 38.3 31.8 8.9 27.5 21.1 0.1 7.4 27.7 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 26.7 38.3 31.8 8.9 27.5 21.1 0.1 7.4 27.7 2.1 Queue Length 50th (ft) 59 34 18 0 29 265 0 19 378 0 Queue Length 95th (ft) 108 69 41 36 #141 475 0 52 #787 16 Internal Link Dist (ft) 585 547 485 2539 Turn Bay Length (ft) 175 225 215 175 350 Base Capacity (vph) 513 303 555 514 276 1130 973 458 1189 1022 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.21 0.06 0.19 0.68 0.62 0.03 0.27 0.74 0.07 Intersection Summary Cycle Length: 104 Actuated Cycle Length: 89.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Ziegler Rd & Rock Creek Dr HCM 7th Signalized Intersection Summary 2: Ziegler Rd & Rock Creek Dr 08/13/2025 2045 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 30 86 55 30 86 159 592 25 115 806 70 Future Volume (veh/h) 30 30 86 55 30 86 159 592 25 115 806 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.97 0.98 0.98 1.00 0.98 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 1824 1900 1824 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 36 36 102 64 35 100 189 705 30 125 876 76 Peak Hour Factor 0.84 0.84 0.84 0.86 0.86 0.86 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 1 1 1 0 0 0 Cap, veh/h 93 80 171 286 350 291 328 1069 885 427 1047 867 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.08 0.57 0.57 0.06 0.55 0.55 Sat Flow, veh/h 222 435 931 1250 1900 1584 1795 1885 1560 1810 1900 1574 Grp Volume(v), veh/h 174 0 0 64 35 100 189 705 30 125 876 76 Grp Sat Flow(s),veh/h/ln 1588 0 0 1250 1900 1584 1795 1885 1560 1810 1900 1574 Q Serve(g_s), s 3.5 0.0 0.0 0.0 1.3 4.6 3.6 21.6 0.7 2.4 32.1 1.9 Cycle Q Clear(g_c), s 8.2 0.0 0.0 4.9 1.3 4.6 3.6 21.6 0.7 2.4 32.1 1.9 Prop In Lane 0.21 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 344 0 0 286 350 291 328 1069 885 427 1047 867 V/C Ratio(X) 0.51 0.00 0.00 0.22 0.10 0.34 0.58 0.66 0.03 0.29 0.84 0.09 Avail Cap(c_a), veh/h 541 0 0 446 592 493 357 1162 962 551 1240 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.1 0.0 0.0 29.8 28.3 29.7 15.4 12.5 8.0 9.6 15.6 8.8 Incr Delay (d2), s/veh 4.1 0.0 0.0 1.4 0.5 2.5 1.9 2.7 0.1 0.4 7.0 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 0.0 1.2 0.6 1.9 1.7 8.3 0.2 0.8 13.5 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 35.2 0.0 0.0 31.2 28.8 32.2 17.3 15.2 8.0 10.0 22.7 9.0 LnGrp LOS D C C C B B A B C A Approach Vol, veh/h 174 199 924 1077 Approach Delay, s/veh 35.2 31.3 15.4 20.2 Approach LOS D C B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.6 51.5 20.4 10.3 52.9 20.4 Change Period (Y+Rc), s 6.0 6.5 6.0 6.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 53.5 25.0 10.0 50.5 25.0 Max Q Clear Time (g_c+I1), s 5.6 34.1 10.2 4.4 23.6 6.9 Green Ext Time (p_c), s 0.1 10.9 1.4 0.1 9.6 1.8 Intersection Summary HCM 7th Control Delay, s/veh 20.4 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. HCM 7th TWSC 3: Ziegler Rd & County Fair Ln/Saber Cat Dr 08/13/2025 2045 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 4 Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 5 20 20 5 30 15 607 45 45 848 20 Future Vol, veh/h 20 5 20 20 5 30 15 607 45 45 848 20 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 12 12 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 120 - - 150 - - 0 - 145 0 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 60 60 60 83 83 83 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 25 6 25 33 8 50 18 731 54 49 932 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1805 1864 934 1815 1832 746 954 0 0 798 0 0 Stage 1 1031 1031 - 779 779 - - - - - - - Stage 2 775 834 - 1036 1053 - - - - - - - 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 62 74 325 61 77 417 729 - - 834 - - Stage 1 284 313 - 392 409 - - - - - - - Stage 2 394 386 - 282 306 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 44 67 325 47 70 411 729 - - 825 - - Mov Cap-2 Maneuver 44 67 - 47 70 - - - - - - - Stage 1 267 294 - 378 395 - - - - - - - Stage 2 330 373 - 240 287 - - - - - - - Approach EB WB NB SB HCM Ctrl Dly, s/v 87.23 83.74 0.23 0.48 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 729 - - 44 183 47 242 825 - - HCM Lane V/C Ratio 0.025 - - 0.557 0.168 0.713 0.241 0.06 - - HCM Ctrl Dly (s/v) 10.1 - - 160.5 28.6 187.4 24.5 9.6 - - HCM Lane LOS B - - F D F C A - - HCM 95th %tile Q(veh) 0.1 - - 2.1 0.6 2.8 0.9 0.2 - - HCM 7th TWSC 5: Ziegler Rd & New Access 08/13/2025 2045 Background with Project - PM Peak Hour Southeast Community Center TIS - Fort Collins, CO Synchro 12 Report Fox Tuttle Transportation Group, LLC Page 5 Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 181 595 62 102 913 Future Vol, veh/h 0 181 595 62 102 913 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 - - 0 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 213 700 73 120 1074 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 736 0 0 773 0 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 419 - - 842 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 419 - - 842 - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach WB NB SB HCM Ctrl Dly, s/v 22.17 0 1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 419 842 - HCM Lane V/C Ratio - - 0.509 0.142 - HCM Ctrl Dly (s/v) - - 22.2 10 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 2.8 0.5 - MOVEMENT SUMMARY Site: [2045P AM] #5 Ziegler Rd & Kechter Rd_2045 Background + Project_AM (Year 2045 Background + Project) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2045 Background + Project AM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2045 Background + Project AM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 34 3.0 34 3.0 0.942 42.9 LOS E 20.5 524.1 1.00 1.68 3.09 21.2 8 T1 All MCs 484 3.0 484 3.0 0.942 42.9 LOS E 20.5 524.1 1.00 1.68 3.09 21.5 18 R2 All MCs 164 3.0 164 3.0 0.942 42.9 LOS E 20.5 524.1 1.00 1.68 3.09 21.4 Approach 682 3.0 682 3.0 0.942 42.9 LOS E 20.5 524.1 1.00 1.68 3.09 21.4 East: Kechter Rd 1 L2 All MCs 192 3.0 192 3.0 1.282 157.8 LOS F 64.4 1648.7 1.00 3.68 9.19 11.5 6 T1 All MCs 273 3.0 273 3.0 1.282 157.8 LOS F 64.4 1648.7 1.00 3.68 9.19 11.6 16 R2 All MCs 314 3.0 314 3.0 1.282 157.8 LOS F 64.4 1648.7 1.00 3.68 9.19 11.5 Approach 779 3.0 779 3.0 1.282 157.8 LOS F 64.4 1648.7 1.00 3.68 9.19 11.5 North: Ziegler Rd 7 L2 All MCs 142 3.0 142 3.0 0.482 10.2 LOS B 3.3 83.4 0.67 0.56 0.82 30.0 4 T1 All MCs 192 3.0 192 3.0 0.482 10.2 LOS B 3.3 83.4 0.67 0.56 0.82 30.6 14 R2 All MCs 87 3.0 87 3.0 0.482 10.2 LOS B 3.3 83.4 0.67 0.56 0.82 30.3 Approach 422 3.0 422 3.0 0.482 10.2 LOS B 3.3 83.4 0.67 0.56 0.82 30.3 West: Kechter Rd 5 L2 All MCs 206 3.0 206 3.0 0.618 14.5 LOS B 5.7 145.1 0.79 0.81 1.26 28.3 2 T1 All MCs 215 3.0 215 3.0 0.618 14.5 LOS B 5.7 145.1 0.79 0.81 1.26 28.8 12 R2 All MCs 70 3.0 70 3.0 0.618 14.5 LOS B 5.7 145.1 0.79 0.81 1.26 28.6 Approach 491 3.0 491 3.0 0.618 14.5 LOS B 5.7 145.1 0.79 0.81 1.26 28.5 All Vehicles 2373 3.0 2373 3.0 1.282 68.9 LOS F 64.4 1648.7 0.90 1.96 4.31 18.2 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:04 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx MOVEMENT SUMMARY Site: [2045P PM] #5 Ziegler Rd & Kechter Rd_2045 Background + Project_PM (Year 2045 Background + Project) Output produced by SIDRA INTERSECTION Version: 10.0.5.217 Year 2045 Background + Project PM Peak Hour Site Category: NA Roundabout Site Scenario: 1 | Year 2045 Background + Project PM Vehicle Movement Performance Demand Flows Arrival Flows 95% Back Of Queue Mov ID Turn Mov Class Deg. Satn Aver. Delay Level of Service Prop. Qued Eff. Stop Rate Number of Cycles to Depart Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Ziegler Rd 3 L2 All MCs 42 3.0 42 3.0 0.810 30.8 LOS D 8.3 212.4 0.94 1.22 2.03 23.9 8 T1 All MCs 289 3.0 289 3.0 0.810 30.8 LOS D 8.3 212.4 0.94 1.22 2.03 24.2 18 R2 All MCs 139 3.0 139 3.0 0.810 30.8 LOS D 8.3 212.4 0.94 1.22 2.03 24.1 Approach 470 3.0 470 3.0 0.810 30.8 LOS D 8.3 212.4 0.94 1.22 2.03 24.1 East: Kechter Rd 1 L2 All MCs 62 3.0 62 3.0 0.897 32.6 LOS D 19.9 508.6 1.00 1.47 2.58 23.4 6 T1 All MCs 349 3.0 349 3.0 0.897 32.6 LOS D 19.9 508.6 1.00 1.47 2.58 23.7 16 R2 All MCs 324 3.0 324 3.0 0.897 32.6 LOS D 19.9 508.6 1.00 1.47 2.58 23.6 Approach 735 3.0 735 3.0 0.897 32.6 LOS D 19.9 508.6 1.00 1.47 2.58 23.6 North: Ziegler Rd 7 L2 All MCs 428 3.0 428 3.0 1.045 63.3 LOS F 40.0 1023.4 1.00 2.29 4.35 17.6 4 T1 All MCs 260 3.0 260 3.0 1.045 63.3 LOS F 40.0 1023.4 1.00 2.29 4.35 17.8 14 R2 All MCs 170 3.0 170 3.0 1.045 63.3 LOS F 40.0 1023.4 1.00 2.29 4.35 17.7 Approach 858 3.0 858 3.0 1.045 63.3 LOS F 40.0 1023.4 1.00 2.29 4.35 17.7 West: Kechter Rd 5 L2 All MCs 118 3.0 118 3.0 0.681 20.6 LOS C 5.3 135.3 0.86 0.97 1.44 26.5 2 T1 All MCs 239 3.0 239 3.0 0.681 20.6 LOS C 5.3 135.3 0.86 0.97 1.44 26.9 12 R2 All MCs 61 3.0 61 3.0 0.681 20.6 LOS C 5.3 135.3 0.86 0.97 1.44 26.7 Approach 418 3.0 418 3.0 0.681 20.6 LOS C 5.3 135.3 0.86 0.97 1.44 26.8 All Vehicles 2481 3.0 2481 3.0 1.045 40.9 LOS E 40.0 1023.4 0.96 1.62 2.90 21.6 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c >1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 10.0 | Copyright © 2000-2025 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FOX TUTTLE TRANSPORTATION GROUP | Licence: PLUS / 1PC | Processed: Wednesday, August 13, 2025 11:04:04 AM Project: C:\Users\Steve\Fox Tuttle Dropbox\Fox Tuttle Team Folder\Projects\2025\25082 Southeast Community Center TIS -Fort Collins \Analysis\SIDRA\Ziegler & Kechter RAB.sipx