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015 - Appendix G - Traffic Impact Study
Laurel Meadows Traffic Impact Study Update Bozeman, Montana Prepared For: Kilday & Stratton, Inc. 2880 Technology Blvd West Suite 273 November, 2025 130 South Howie Street Helena, Montana 59601 406-459-1443 Laurel Meadows Traffic Impact Study Update Bozeman, Montana i Table of Contents A. Executive Summary ......................................................................................1 B. Project Description ........................................................................................1 C. Existing Conditions ........................................................................................2 Adjacent Roadways ..............................................................................2 Traffic Counts ........................................................................................3 Bozeman Transportation Plan ...............................................................5 Level of Service .....................................................................................5 Adjacent Developments ........................................................................6 Multi-Modal Facilities .............................................................................6 Area Crash Data ...................................................................................7 D. Proposed Development ..............................................................................7 E. Trip Generation and Assignment ................................................................7 F. Trip Distribution ..........................................................................................9 G. Traffic Impacts Outside of the Development ...............................................9 H. Impact Summary & Recommendations .................................................... 12 List of Figures Figure 1 – Proposed Development Site ...................................................................2 Figure 2 – Proposed Development ..........................................................................8 Figure 3– Trip Distribution .......................................................................................9 List of Tables Table 1 – Historic Traffic Data .................................................................................4 Table 2 – 2025 Level of Service Summary ..............................................................5 Table 3 – 2020-2024 Intersection Crash Statistics ..................................................5 Table 4 – Trip Generation Rates By Phase .............................................................8 Table 5 – 2030 No-Build LOS Summary .................................................................10 Table 6 – Future 2030 Level of Service Summary ..................................................11 Table 7 – Laurel Parkway Level of Service By Phase .............................................11 Table 8 – Long-Range 2045 Level of Service Summary .........................................12 Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 1 November 2025 Laurel Meadows Traffic Impact Study Update Bozeman, Montana A. EXECUTIVE SUMMARY The Laurel Meadows is a 40-acre residential development located north of Babcock Street in Bozeman, MT. The project would include up to 300 new residential units and would produce up to 2,829 new daily vehicle trips in the area at full build-out. The current unit count is a decrease in density from the 500 units previously planned on this property. As currently proposed, the Laurel Meadows will not create any new roadway capacity problems on adjacent roadways that have not been identified with other recent projects. In general, the projected impacts and recommendations for the Laurel Meadows are the same as previously identified in the 2022 TIS prepared for this development. The planned right-turn restriction at the intersection of Cottonwood Road and Fallon Street with the Urban Farm development will correct the existing LOS concerns at this location. Based on the current traffic projections, the intersection of Durston Road and Laurel Parkway will function at LOS C through full buildout of the Laurel Meadows in 2030. By 2045 this intersection may experience higher levels of delay from the existing planned developments and the current growth trends in this area. While the Laurel Meadows will not create a failure condition at this intersection, it and the remaining Norton Ranch developments will absorb most of the remaining reserve capacity at this four-way STOP. When the Urban Farm development is completed between 2030 and 2045, this intersection will likely require the installation of a traffic signal or roundabout to continue basic operations. It is also possible that the signalized intersection of Durston Road with Cottonwood Road will require the installation of an eastbound right-turn lane on Durston Road to function through 2045. B. PROJECT DESCRIPTION This document updates the possible effects on the surrounding road system from a proposed residential subdivision located west of Cottonwood Road between Babcock Street and Durston Road in Bozeman, Montana. The document also identifies any traffic mitigation efforts that development may require. The site is located north of Babcock Street just east of the Norton Ranch Phase 5 development site. A Traffic Impact Study (TIS) was previous prepared for this project by Abelin Traffic Services in May of 2022. The current project would be developed to include up to 300 new residential lots on 40 acres of property. The new site plan is a reduction of density from the originally proposed 500 residential units on this property. Based on the City of Bozeman Subdivision Regulations, the developers must study all effected intersections within ½ mile of the proposed development, which includes the intersections of Cottonwood Road with Durston Road, Babcock Street, and Fallon Street, the intersection of Laurel Parkway with Durston Road and Vaughn Drive, and the intersections of Babcock Street with Laurel Parkway and Pond Lily Drive. This is the same study area as was used in the 2022 analysis. Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 2 November 2025 C. EXISTING CONDITIONS The proposed development property currently consists of a 40-acre parcel of undeveloped land located between Babcock Street and Durston Road, just east of the Norton East Ranch Phase 5 development. The topography in this area is flat. See Figure 1 for a location map of the proposed development. Figure 1- Proposed Development Site Adjacent Roadways Laurel Parkway is a two-way north/south collector road that was recently extended between West Babcock Street and Durston Road as part of the Norton Phase 5 development. The roadway has a paved width of 40 feet and includes both flush and raised medians and bike lanes. Traffic data collected in 2025 by ATS indicates that West Babcock Street currently carries 1,324 VPD north of Babcock Street. = Study Intersection Proposed Laurel Meadows Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 3 November 2025 Cottonwood Road is a north/south principal arterial street. North of Huffine Lane the road has experienced a significant amount of new development over the past ten years including a variety of commercial spaces, offices, apartments, and residential units. North of Huffine Lane the road has a five-lane cross-section and the posted speed limit is 35 MPH. The intersections of Cottonwood Road with Durston Road and Babcock Street are currently signalized. According to traffic data collected by MDT in 2024 Cottonwood Road currently carries 9,727 VPD north of Huffine Lane. Durston Road is a two-way east/west minor arterial route that provides access to the residential areas to the west of Bozeman. In recent years much of the road has been reconstructed to accommodate development in this area. Currently the road has a three-lane cross-section with a paved width of 46-feet east of Laurel Parkway and has designated bike lanes. All cross-streets between Laurel Parkway and Cottonwood Road are controlled by STOP signs, except the intersection with Cottonwood Road which is currently signalized. The Laurel Parkway intersection is currently controlled by a four-way STOP. The roadway has a posted speed limit of 35 MPH and carried 7,243 Vehicles Per Day (VPD) in 2024. West Babcock Street is an east-west, two-way, three-lane collector which extends west of Main Street. West of Cottonwood Road the street has a paved width of 44 feet with a center two-way left-turn lane and bike lanes. The posted speed limit is 30 MPH. The road is controlled by a traffic signal at the intersection with Cottonwood Road. Traffic data collected in 2025 by ATS indicates that West Babcock Street currently carries 1,922 VPD west of Cottonwood Road. Pond Lily Drive is a north/south local road that provides access to the residential neighborhoods south of Babcock Street. The road has a paved width of 30 feet with boulevard sidewalks. The intersection is STOP controlled at the intersection with Babcock Street. Fallon Street is a two-way, paved east/west local road that provides access to existing developments north of Huffine Lane. The road has a paved width of 32 feet and has a posted speed limit of 25 MPH. Fallon Street is controlled by STOP signs at the intersection with Cottonwood Road. All other cross-streets on Fallon Street are controlled by STOP signs on the north/south approaches. Traffic Counts The traffic data used for this report was collected on the surrounding road system by ATS in September of 2025. The collected data includes turning movement counts at the intersections of Durston Road with Laurel Parkway and Cottonwood Road, Babcock Street with Laural Parkway and Cottonwood Road, Cottonwood Road with Fallon Street, and Laurel Parkway Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 4 November 2025 with Vaughn Drive. Daily traffic volume data was also collected on Babcock Street and Laurel Parkway. Refer to Figure 1 for detail of the data collection/acquisition sites. Standard practice is to adjust the raw traffic data for seasonal variation and yearly growth in accordance with data collected from nearby MDT annual count stations. ATS gathered daily traffic data from the MDT annual count station W-104 located on I-90 and station W-107 located on US 191. The MDT stations indicated that the data collected August of 2025 are approximately 111% to 113% of the Annual Average Daily Traffic (AADT) in this area. Typically, traffic data is factored to average annual traffic conditions for operational review. In this case, the raw traffic data would be factored down by 10%-20% to more closely match the annual average traffic volumes. For the purposes of this analysis, no seasonal traffic volume reduction was applied to the traffic counts to create more conservative results. The raw traffic data is included in Appendix A of this report. Historic traffic data was also collected for Huffine Lane and Cottonwood Road from the Montana Department of Transportation (MDT). The data for this location is presented in Table 1. Traffic volumes along these routes have varied considerably over the past ten years but have displayed an overall traffic volume growth rate of 1.2%. Table 1 – Historic Average Daily Traffic Data (Source: MDT) Location 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 Huffine Lane east of Cottonwood Road #16-3A-026 20,370 24,406 27,643 28,355 25,032 22,829 24,920 24,902 25,425 25,272 Huffine Lane west of Cottonwood Road #16-3A-013 19,886 24,836 27,044 28,001 24,362 22,218 26,353 26,773 27,335 27,171 Cottonwood Road south of Huffine Lane #16-3A-019 4,043 6,549 5,105 3,936 3,960 4,778 5,160 5,488 5,521 5,543 Cottonwood Road north of Huffine Lane #16-3A-014 * * * 8,237 8,286 8,855 9,563 9,630 9,688 9,727 Babcock Street East of Cottonwood Road #16-3A-028 * * 2,013 2,426 2,441 2,270 2,452 2,469 3,048 3,060 Babcock Street West of Cottonwood Road #16-3A-015 * * 1,030 1,605 1,615 1,502 1,622 1,633 2,317 2,326 Durston Road West of Flanders Mill Road #16-3A-046 * * 8,776 9,055 9,109 8,471 5,577 5,616 7,214 7,243 * No Data Available. Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 5 November 2025 Bozeman Transportation Plan The 2017 Bozeman Transportation Master Plan (BTMP) projects traffic conditions on roadways throughout Bozeman through 2045 and provides short-term and long-term recommendations for the roadway network. The plan contains a variety of recommendations for the roadways in this area. These improvements include: TSM-1 Durston Road and Laurel Parkway – Intersection geometric improvements to include signalization control and left-turn bays. Signal warrants would need to be met prior to installation of a traffic signal. Estimated Cost $1,150,000. Level of Service Using the data collected for this project, ATS conducted a Level of Service (LOS) analysis at area intersections. This evaluation was conducted in accordance with the procedures outlined in the Transportation Research Board’s Highway Capacity Manual (HCM) - Special Report 209 and the Synchro 11 traffic modeling software. Intersections are graded from A to F representing the average delay that a vehicle entering an intersection can expect. Typically, a LOS of C or better is considered acceptable for peak-hour conditions. Table 2 – 2025 Level of Service Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Laurel Parkway & Durston Road 16.3 C 13.5 B Cottonwood Road & Duston Road 19.6 C 21.3 C Cottonwood Road & Babcock Street 13.2 B 14.6 B Cottonwood Road & Fallon Street* 29.7/76.1 D/F 39.6/358 E/F Laurel Parkway & Vaughn Drive* 9.2/9.1 A/A 9.5/9.5 A/A Babcock Street & Laurel Parkway* 9.6/9.8 A/A 10.3/10.3 B/B Babcock Street & Pond Lilly Drive 9.5 A 9.5 A *Northbound/Southbound or Westbound/Eastbound Side Street LOS and Delay Table 2 shows the existing 2025 LOS for the AM and PM peak hours without the traffic from the proposed developments. The LOS calculations are included in Appendix C. The table Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 6 November 2025 shows that most the existing intersections are currently operating within acceptable limits. The four-way STOP controlled intersection at Laurel Parkway is also functioning with acceptable levels of delay. The intersection of Cottonwood Road and Fallon Street is currently experiencing operational deficiencies that have been identified in previous traffic reports. This issue will be addressed in the future by other planned developments in this area (see Additional Developments section below). Additional Developments Phase 5 of the Norton East Ranch project follows Phases 1, 2, 3, and 4 and is currently planned for construction in 2022. The development includes 79.3 acres of land located at the west end of Babcock Street which would be developed into a residential subdivision. Phase 5 of this project would include 139 single-family residential units of which 100 have yet to be constructed. According to the traffic impact study prepared for this project in 2020, at full build-out the development would produce 107 AM peak hour trips, 139 PM peak hour trips, and 1,323 daily trips. The projected traffic from this project is included in the future Level of Service (LOS) calculations for this study. The Urban Farm development is currently underway along the southern end of Laurel Parkway just north of Huffine Lane. This multi-phase residential and commercial project will develop a variety of residential properties in Phase 1 with an estimated daily trip generation of 396 VPD. Phase 1 of the project will be completed in 2028 and have a minimal impact on the traffic conditions in this area. Phase 2 of the project will include the development of commercial properties along Huffine Lane and may produce 12,410 VPD by full buildout in 2045. Recommended improvement with the Urban Farm development include restricting traffic at the intersection of Fallon Street and Cottonwood Road to right-out movements only to eliminate the existing LOS issues with Phase 1 of this project. Other recommended roadway improvements with Phase 2 of the project include additional turning lanes at the intersection of Huffine Lane & Cottonwood Road and the installation of a traffic signal at the intersection of Huffine Lane & Laurel Parkway when the commercial phases are developed and traffic signal warrants are met. The timing of the Phase 2 improvements are not currently known. Multi-Modal Facilities This area of Bozeman currently has extensive pedestrian or bicycle facilities on the recently constructed routes adjacent to the new developments. Most of these road sections have paved sidewalks and bike lanes. Pedestrian facilities have been included along most routes as they are constructed. The Bozeman Streamline Bus does not currently serve this area but has stops at the northern end of Laurel Parkway and on Cottonwood Road at Huffine Lane. Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 7 November 2025 Area Crash Data ATS reviewed crash data from MDT’s public crash site to report the conflict experience within the study area over the 5-year period from (2020-2024). This database provides insight to identify crash trends which may point to potential geometric, traffic control, and roadway characteristic deficiencies. Crashes are expressed as a rate of crashes per million vehicles entering (MVE) an intersection or per million vehicle miles traveled (MVMT) along a given segment. Crash rates at rural and urban intersections in Montana typically range from 0.25 to 1.0 crashes per MVE. The intersection crash totals for each study location are shown in Table 3. The table indicates that the number of annual crashes reported at these intersections is within the normal range and no roadway modification are needed to promote traffic safety at this time. Table 3 – 2020-2024 Intersection Crash Statistics Intersection Total Crashes Crash Rate per MVE Laurel Parkway & Durston Road 3 0.23 Cottonwood Road & Duston Road 5 0.16 Cottonwood Road & Babcock Street 5 0.27 Cottonwood Road & Fallon Street 6 0.33 Laurel Parkway & Vaughn Drive 0 NA Babcock Street & Laurel Parkway 0 NA Babcock Street & Pond Lilly Drive 0 NA D. PROPOSED DEVELOPMENT The development currently under consideration for this site includes 40 acres of land located north of Babcock Street just east Laurel Parkway. The Laurel Meadows would include the construction of up to 300 units constructed in four phases. This is a decrease in density from the 500 units originally proposed multi-family units on this property. The project would also include a connection to the south to Babcock Street at Pond Lily Drive and a new connection to the west onto Laurel Parkway. Development of the property would begin in 2025 and would be completed in 2030. The Laurel Meadows site plan is shown in Figure 2. E. TRIP GENERATION AND ASSIGNMENT ATS performed a trip generation analysis to determine the anticipated future traffic volumes from the proposed development using the trip generation rates contained in Trip Generation (Institute of Transportation Engineers, Eleventh Edition). These rates are the national standard and are based on the most current information available to planners. A vehicle “trip” is defined as any trip that either begins or ends at the development site. ATS determined that the critical traffic impacts on the intersections and roadways would occur during the weekday morning and evening peak hours. According to the ITE trip generation rates, at full build-out the developments would produce 210 Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 8 November 2025 AM peak hour trips, 283 PM peak hour trips, and 2,829 daily trips. This is a small increase from the 2,376 daily trips estimated from the previous site plans. Although the number of residential units has decreased, the trip generation rate for a single-family home is greater than that of an attached multi-family unit leading to slightly higher total trip generation for the proposed uses. See Table 4 for detailed trip generation information. Figure 2 – Proposed Laurel Meadows Table 4 - Trip Generation Rates By Phase Single-Family Residential ITE #210 Units AM Peak Hour Trip Ends per Unit Total AM Peak Hour Trip Ends PM Peak Hour Trip Ends per Unit Total PM Peak Hour Trip Ends Weekday Trip Ends per Unit Total Weekday Trip Ends Phase I 41 0.7 29 0.94 39 9.43 387 Phase 2 56 0.7 39 0.94 53 9.43 528 Phase 3 101 0.7 71 0.94 95 9.43 952 Phase 4 102 0.7 71 0.94 96 9.43 962 Total 300 210 283 2,829 Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 9 November 2025 F. TRIP DISTRIBUTION The traffic distribution and assignment for the proposed subdivision was based upon the existing ADT volumes along the adjacent roadways and the peak-hour turning volumes. With the connection to Babcock Street to the south and the traffic signal at Babcock Street and Cottonwood Road, it is likely that a large portion of the traffic from the Laurel Meadows will use this route to connect to the Bozeman urban street network. Traffic is expected to distribute onto the surrounding road network as shown in Figure 3. When Laurel Parkway is eventually connected to Huffine Lane with the development of the Urban Farm to the south, a large amount of traffic from this area will likely be directed south along Laurel Parkway to the planned traffic signal at Huffine Lane. However, the timing of this construction and the traffic signal installation is not yet known and may occur after the Laurel Meadows project is completed. Figure 3 – Trip Distribution G. TRAFFIC IMPACTS OUTSIDE OF THE DEVELOPMENT Using the trip generation and trip distribution numbers, ATS determined the future LOS for the study intersections. The anticipated no-build intersection LOS with the other proposed developments in this area for future 2030 traffic conditions is shown in Table 5. The LOS with the addition of the Laurel Meadows is shown in Table 6. The traffic volume calculations are included in Appendix B of this report. Proposed Development Site Cottonwood Road 20% Babcock Street Durston Road 10% 20% 5% 10% Laurel Parkway 35% 25% 75% Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 10 November 2025 Tables 5 & 6 indicate that overall, the construction of the Laurel Meadows will increase the intersection delay at the study intersection by 1 to 2 seconds in the peak traffic periods. With the anticipated construction planned in this area the intersection of Cottonwood Road and Fallon Street will fall to LOS F without a change to the traffic controls at this location. This intersection is planned for reconfiguration as a right-out only with the development of the Urban Farm which would eliminate the LOS issues at the location and allow the intersection to function at LOS B and C through 2030. Traffic from the Laurel Meadows would contribute only 4% to the traffic volumes at this intersection at full-buildout. Table 5 –2030 No-Build LOS Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Laurel Parkway & Durston Road 19.6 C 15.0 B Cottonwood Road & Duston Road 21.6 C 23.3 C Cottonwood Road & Babcock Street 13.7 B 16.4 B Cottonwood Road & Fallon Street* 40.6/148 E/F 66.2/790 F/F Laurel Parkway & Vaughn Drive* 9.6/9.2 A/A 10.2/9.6 B/A Babcock Street & Laurel Parkway* 9.8/10.0 A/B 10.5/10.7 B/B Babcock Street & Pond Lilly Drive 9.7 A 9.7 A *Northbound/Southbound or Westbound/Eastbound Side Street LOS and Delay Based on the current traffic projections for this area, the four-way STOP controlled intersection at Laurel Parkway & Durston Road will function adequately through full buildout of the Laurel Meadows and the other projects in this area through 2030 but will have little to no reserve capacity for future growth. It will eventually be necessary to reconstruct this intersection as a traffic signal or roundabout as recommended in the 2017 BTMP TSM-1. However, this improvement is not immanently needed. The first phases of the Laurel Meadows could be constructed with little impact to this intersection. By Phase 4 the Laurel Meadows would account for 5.3% of the traffic at the intersection. By 2030 the intersection would have little to no reserve capacity under the existing four-way STOP configuration and will occasionally experience higher level of vehicle delay. See Table 7 for LOS by phase at the intersection of Durston Road and Laurel Parkway. Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 11 November 2025 Table 6 –Future 2030 Level of Service Summary With Laurel Meadows AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Laurel Parkway & Durston Road 21.2 C 16.0 C Cottonwood Road & Duston Road 22.1 C 24.3 C Cottonwood Road & Babcock Street 15.9 B 18.4 B Cottonwood Road & Fallon Street** 13.1/10.7 B/B 10.7/15.7 B/C Laurel Parkway & Vaughn Drive* 9.9/9.0 A/A 11.2/9.2 B/A Babcock Street & Laurel Parkway* 9.8/10.0 A/B 10.5/10.7 B/B Babcock Street & Pond Lilly Drive* 9.9/12.3 A/B 11.6/12.6 B/B *Northbound/Southbound or Westbound/Eastbound Side Street LOS and Delay ** Projected LOS with right-turn restriction on Fallon Street. Table 7– Laurel Parkway Level of Service By Phase AM Peak Hour PM Peak Hour Laurel Parkway & Durston Road Intersection Delay (Sec.) LOS Delay (Sec.) LOS Laurel Meadows Phase 1 20.0 C 15.1 C Laurel Meadows Phase 2 20.3 C 15.4 C Laurel Meadows Phase 3 20.8 C 15.6 C Laurel Meadows Phase 4 21.2 C 16.0 C Long Range Traffic Projections The 2017 Bozeman Transportation Master Plan projects traffic conditions on roadways throughout Bozeman through 2045 and considers all anticipated land development projects which are expected to occur in this area of Bozeman over the next 25 years. The Bozeman Transportation Master Plan suggests that traffic volumes on Cottonwood Road will increase to 26,000 VPD and the V/C on Cottonwood Road will be 0.8. Durston east of Cottonwood projected to be 14,842 and V/C of 0.79. The current traffic volume growth rates along these routes suggest that the 2045 long-range projections from the BTMP may be higher than those currently observed. The BTMP suggests that total traffic volume growth between 2015 and 2025 would be 6% to 20% percent annually. However, actual traffic counts for these routes over the last ten years only indicate a 1- 2% annual growth rate. The 2045 projections used for this analysis combined the current 1.2% Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 12 November 2025 annual growth rate from 2030 to 2045 with all of the developments currently planned along these routes. These projections equated to an overall 3-4% annual growth rate along these routes, which is more reasonable than the 6%-20% annual growth rates projected using the BTMP data. The 2045 projected LOS for the study area is shown in Table 8. The LOS analysis indicates that most of the intersections will continue to function adequate through 2045 with no changes to proposed traffic controls. The intersection of Cottonwood Road and Fallon Street will function adequate through 2045 with the planned right-turn restrictions. The signalized intersection of Durston Road and Cottonwood Road may fall to LOS D by 2045 depending on the actual growth observed in this area. This issue could be corrected by the installation of a dedicated right-turn lane on Durston Road for eastbound traffic. The intersection of Durston Road with Laurel Parkway will also likely operate at LOS E by 2045 with the current four-way STOP control configuration and may require the installation of a traffic signal or roundabout to improve operations. Table 8 – Long-Range 2045 Level of Service Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Laurel Parkway & Durston Road 48.4 E 32.4 D Cottonwood Road & Duston Road 31.5 C 40.7 D Cottonwood Road & Babcock Street 21.2 C 33.1 D Cottonwood Road & Fallon Street** 17.9/11.5 B/B 13.6/23.6 B/C Laurel Parkway & Vaughn Drive* 10.8/9.3 A/A 13.4/9.9 B/A Babcock Street & Laurel Parkway* 10.8/11.9 B/B 15.2/18.8 C/C Babcock Street & Pond Lilly Drive* 10.8/15.3 A/B 14.7/18.5 B/C *Northbound/Southbound or Westbound/Eastbound Side Street LOS and Delay H. IMPACT SUMMARY & RECOMMENDATIONS As currently proposed, the Laurel Meadows will not create any new roadway capacity problems on adjacent roadways that have not been identified with other recent projects. In general, the projected impacts and recommendations for the Laurel Meadows are the same as previously identified in the 2022 TIS prepared for this development. The planned right-turn restriction at the intersection of Cottonwood Road and Fallon Street with the Urban Farm development will correct the existing LOS concerns at this location. Based on the current traffic projections, the intersection of Durston Road and Laurel Parkway will function at LOS C through full buildout of the Laurel Laurel Meadows Traffic Impact Study Update Bozeman, Montana Abelin Traffic Services 13 November 2025 Meadows in 2030. By 2045 this intersection may experience higher levels of delay from the existing planned developments and the current growth trends in this area. While the Laurel Meadows will not create a failure condition at this intersection, it and the remaining Norton Ranch developments will absorb most of the remaining reserve capacity at this four-way STOP. When the Urban Farm development is completed between 2030 and 2045, this intersection will likely require the installation of a traffic signal or roundabout to continue basic operations. It is also possible that the signalized intersection of Durston Road with Cottonwood Road will require the installation of an eastbound right-turn lane on Durston Road to function through 2045. APPENDIX A Traffic Data Turning Movement CountAll Vehicles Location Bozeman - Cottonwood and Babcock Date Sept. 3, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 -7:30 3 27 4 0 8 93 12 0 7 9 17 0 25 8 11 0 224 7:30 -7:45 3 62 5 0 11 154 3 0 14 13 25 0 19 3 14 0 326 7:45 -8:00 3 110 20 0 27 141 3 0 15 29 20 0 30 8 9 0 415 8:00 -8:15 2 129 19 0 27 170 7 0 13 18 12 0 24 6 16 0 443 8:15 -8:30 9 79 21 0 13 172 12 0 7 11 9 0 20 14 18 0 385 8:30 -8:45 7 75 8 0 4 143 6 0 8 12 17 0 21 7 6 0 3148:45 -9:00 7 76 2 0 10 106 3 0 8 10 14 0 25 8 7 0 276 9:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 -4:30 23 149 9 0 27 111 14 0 15 9 15 0 10 15 15 0 4124:30 -4:45 12 146 12 0 20 108 17 0 9 8 10 0 10 18 21 0 391 4:45 -5:00 12 131 13 0 17 89 11 0 9 11 6 0 28 12 16 0 355 5:00 -5:15 18 163 23 0 19 88 13 0 14 9 11 0 13 15 19 0 405 5:15 -5:30 31 190 15 0 14 129 15 0 10 11 14 0 17 19 35 0 500 5:30 -5:45 26 165 27 0 19 122 14 0 17 9 7 0 10 21 27 0 464 5:45 -6:00 13 170 10 0 22 135 9 0 7 9 7 0 14 15 14 0 4256:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 169 1672 188 0 238 1761 139 0 153 168 184 0 266 169 228 0 5335 Turning Movement Count All Vehicles Location Bozeman - Cottonwood and Durston Date September 3, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 -7:30 8 29 10 0 10 77 7 0 8 14 27 0 9 23 2 0 224 7:30 -7:45 14 50 18 0 20 109 7 0 7 45 51 0 9 26 8 0 364 7:45 -8:00 8 65 53 0 37 122 9 0 16 58 35 0 16 60 11 0 490 8:00 -8:15 16 73 60 0 34 138 13 0 10 47 44 0 44 45 27 0 551 8:15 -8:30 23 69 19 0 14 119 5 0 9 25 38 0 27 47 13 0 408 8:30 -8:45 20 55 13 0 7 96 5 0 16 31 29 0 14 22 3 0 3118:45 -9:00 12 64 14 0 8 86 9 0 19 30 24 0 10 16 4 0 296 9:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 -4:30 27 114 20 0 9 104 17 0 8 35 29 0 23 31 13 0 4304:30 -4:45 43 127 15 0 11 99 6 0 11 29 18 0 18 40 10 0 427 4:45 -5:00 42 114 16 0 9 77 12 0 16 32 16 0 19 35 11 0 3995:00 -5:15 31 155 12 0 13 88 16 0 15 46 23 0 16 34 8 0 457 5:15 -5:30 48 156 23 0 11 114 16 0 17 46 18 0 27 36 13 0 5255:30 -5:45 34 133 24 0 13 98 19 0 19 42 25 0 26 41 8 0 482 5:45 -6:00 35 149 25 0 12 143 15 0 16 35 29 0 21 29 2 0 511 6:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 361 1353 322 0 208 1470 156 0 187 515 406 0 279 485 133 0 5875 Turning Movement Count All Vehicles Location Bozeman - Cottonwood and Fallon Date September 4, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 -7:30 18 33 7 0 13 124 1 0 1 3 19 0 1 5 8 0 233 7:30 -7:45 8 55 16 0 28 172 2 0 1 1 31 0 10 2 10 0 336 7:45 -8:00 8 128 18 0 24 185 0 0 2 4 20 0 10 0 6 0 405 8:00 -8:15 14 118 9 0 28 168 1 0 1 1 22 0 9 5 14 0 390 8:15 -8:30 12 95 18 0 24 175 2 0 1 1 18 0 13 2 9 0 370 8:30 -8:45 15 65 21 0 25 149 2 0 2 2 19 0 9 2 15 0 3268:45 -9:00 8 76 37 0 16 134 2 0 2 4 8 0 3 1 14 0 305 9:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 -4:30 17 141 29 0 22 102 0 0 1 3 14 0 11 4 29 0 3734:30 -4:45 10 129 25 0 23 109 4 0 4 1 18 0 9 7 33 0 372 4:45 -5:00 15 128 31 0 20 81 5 0 4 2 9 0 7 3 18 0 3235:00 -5:15 18 175 28 0 24 97 2 0 1 4 13 0 13 3 40 0 418 5:15 -5:30 19 181 26 0 36 111 6 0 0 4 16 0 11 3 43 0 4565:30 -5:45 22 161 25 0 31 131 3 0 2 3 18 0 6 3 33 0 438 5:45 -6:00 18 168 27 0 29 114 7 0 4 4 17 0 9 1 37 0 435 6:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 202 1653 317 0 343 1852 37 0 26 37 242 0 121 41 309 0 5180 Turning Movement Count All Vehicles Location Bozeman - Laurel and Babcock Date Sept. 4, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 -7:30 0 2 2 0 11 2 2 0 6 11 0 0 1 5 4 0 46 7:30 -7:45 0 3 2 0 16 2 0 0 1 4 0 0 0 0 5 0 33 7:45 -8:00 0 4 2 0 23 0 0 0 1 19 0 0 0 2 3 0 54 8:00 -8:15 1 4 3 0 22 3 0 0 0 9 0 0 0 3 6 0 51 8:15 -8:30 0 2 1 0 13 3 0 0 3 13 0 0 0 11 8 0 54 8:30 -8:45 1 2 2 0 23 2 0 0 0 4 0 0 0 3 3 0 40 8:45 -9:00 1 2 0 0 14 0 0 0 1 4 0 0 0 4 4 0 309:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 -4:30 0 1 2 0 2 0 1 0 2 4 0 0 2 3 11 0 28 4:30 -4:45 0 2 1 0 8 3 5 0 3 4 0 0 0 10 11 0 47 4:45 -5:00 4 1 1 0 0 3 0 0 2 7 0 0 2 6 16 0 42 5:00 -5:15 0 1 1 0 12 2 1 0 0 4 0 0 1 14 18 0 54 5:15 -5:30 0 1 2 0 8 2 3 0 3 3 0 0 6 8 19 0 55 5:30 -5:45 0 6 1 0 19 3 1 0 1 12 0 0 2 13 25 0 83 5:45 -6:00 0 2 3 0 11 5 0 0 0 10 1 0 2 13 14 0 616:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 33 23 0 182 30 13 0 23 108 1 0 16 95 147 0 678 Turning Movement Count All Vehicles Location Bozeman - Laurel Parkway and Durston Date Sept. 4, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 -7:30 9 0 5 0 13 3 16 0 3 21 2 0 3 36 1 0 112 7:30 -7:45 6 1 5 0 26 9 20 0 1 26 4 0 1 23 3 0 125 7:45 -8:00 8 5 2 0 24 8 22 0 13 65 3 0 8 5 2 0 165 8:00 -8:15 6 5 10 0 39 7 21 0 10 85 7 0 1 52 4 0 247 8:15 -8:30 9 4 13 0 23 7 19 0 17 91 9 0 2 66 6 0 266 8:30 -8:45 8 3 6 0 21 6 18 0 4 45 6 0 6 63 8 0 1948:45 -9:00 2 1 1 0 19 8 11 0 7 26 4 0 1 48 6 0 134 9:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 -4:30 2 7 2 0 15 4 17 0 10 50 2 0 2 51 14 0 1764:30 -4:45 9 10 3 0 15 3 9 0 16 46 7 0 8 47 18 0 191 4:45 -5:00 6 8 3 0 6 7 9 0 9 41 6 0 2 34 24 0 1555:00 -5:15 9 4 4 0 13 1 9 0 11 53 3 0 3 47 16 0 173 5:15 -5:30 4 10 2 0 17 4 12 0 14 66 2 0 5 49 13 0 1985:30 -5:45 9 11 2 0 11 12 16 0 20 63 10 0 5 61 26 0 246 5:45 -6:00 7 9 2 0 21 3 10 0 13 63 10 0 4 57 23 0 222 6:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 94 78 60 0 263 82 209 0 148 741 75 0 51 639 164 0 2604 Turning Movement Count All Vehicles Location Bozeman - Laurel and Vaughn Date Sept. 4, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 -7:30 1 13 0 0 0 11 1 0 1 0 1 0 1 0 0 0 29 7:30 -7:45 1 8 0 0 0 13 0 0 2 0 3 0 1 0 0 0 28 7:45 -8:00 0 8 0 0 0 18 2 0 4 0 3 0 0 0 1 0 36 8:00 -8:15 1 6 1 0 1 18 1 0 2 0 2 0 2 0 0 0 34 8:15 -8:30 0 10 1 0 2 17 1 0 3 0 2 0 1 1 2 0 40 8:30 -8:45 0 7 0 0 0 19 2 0 1 1 4 0 0 0 2 0 36 8:45 -9:00 1 6 0 0 1 11 0 0 1 0 2 0 1 0 0 0 239:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 -4:30 2 16 1 0 0 13 1 0 2 0 0 0 0 0 1 0 36 4:30 -4:45 4 16 2 0 0 10 2 0 1 1 0 0 0 0 0 0 36 4:45 -5:00 3 12 1 0 0 6 1 0 1 0 5 0 1 0 1 0 31 5:00 -5:15 2 16 0 0 0 7 0 0 1 0 3 0 0 1 1 0 31 5:15 -5:30 5 22 1 0 0 22 0 0 1 0 1 0 1 0 0 0 53 5:30 -5:45 5 16 0 0 1 12 2 0 0 0 1 0 1 0 1 0 39 5:45 -6:00 3 16 3 0 0 15 3 0 1 0 1 0 0 0 0 0 426:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 172 10 0 5 192 16 0 21 2 28 0 9 2 9 0 494 Turning Movement Count All Vehicles Location Bozeman - Pond Lily and Babcock Date Sept 4, 2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 -7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 -7:30 2 0 1 0 0 0 0 0 0 22 0 0 1 6 0 0 32 7:30 -7:45 0 0 2 0 0 0 0 0 0 24 0 0 0 6 0 0 32 7:45 -8:00 1 0 8 0 0 0 0 0 0 45 0 0 1 3 0 0 58 8:00 -8:15 1 0 4 0 0 0 0 0 0 38 0 0 1 12 0 0 56 8:15 -8:30 0 0 2 0 0 0 0 0 0 14 0 0 1 16 0 0 33 8:30 -8:45 0 0 6 0 0 0 0 0 0 29 0 0 0 3 0 0 388:45 -9:00 0 0 5 0 0 0 0 0 0 21 0 0 0 9 0 0 35 9:00 -9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 -9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 -9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 -10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 -10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 -10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 -10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 -11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 -11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 -11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 -11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 -12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 -12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 -12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 -12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 -1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 -1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 -1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 -1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 -2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 -2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 -2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 -2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 -3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 -3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 -3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 -3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 -4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 -4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 -4:30 0 0 3 0 0 0 0 0 0 14 0 0 4 23 0 0 444:30 -4:45 0 0 2 0 0 0 0 0 0 9 0 0 6 22 0 0 39 4:45 -5:00 0 0 1 0 0 0 0 0 0 14 0 0 2 24 0 0 415:00 -5:15 1 0 1 0 0 0 0 0 0 18 1 0 3 38 0 0 62 5:15 -5:30 2 0 2 0 0 0 0 0 0 20 3 0 2 32 0 0 615:30 -5:45 0 0 3 0 0 0 0 0 0 21 1 0 4 31 0 0 60 5:45 -6:00 0 0 2 0 0 0 0 0 0 20 0 0 4 35 0 0 61 6:00 -6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 -6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 -6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 -7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 42 0 0 0 0 0 0 309 5 0 29 260 0 0 652 For Project:BabcockBozeman Project Notes: Location/Name:Merged Report Generated:10/21/2025 1:24:25 PM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 9/2/2025 2:00:00 PM through 9/4/2025 9:59:59 AM 85th Percentile Speed 39 MPH 85th Percentile Vehicles 2995 Max Speed 77 MPH on 9/4/2025 2:23:43 AM Total Vehicles 3524 AADT:1922 Volumes - weekly counts Time 5 Day 7 Day Average Daily 1174 1174 AM Peak 8:00 AM 157 157 PM Peak 5:00 PM 221 221 Speed Speed Limit:35 85th Percentile Speed:39 50th Percentile Speed:34 10 MPH Pace Interval:29.0 MPH to 39.0 MPH Average Speed:33.88 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit N/A 404 760 138 N/A N/A N/A % over limit N/A 38.8 36.5 34.5 N/A N/A N/A Avg Speeder N/A 39.1 38.6 38.8 N/A N/A N/A Avg Speed N/A 34.3 33.7 33.6 N/A N/A N/A Class Counts Number % VEH_SM 0 0 VEH_MED 3430 97.3 VEH_LG 94 2.7 [VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck] Merged Monthly Counts BabcockBozeman from Tue-Sep-02-2025-02-00-PM to Thu-Sep-04-2025-09-59-AM Sep 2025 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0 - 1 **4 1 ***2.5 0 38.5 1 - 2 **1 7 ***4 0 29.5 2 - 3 **1 4 ***2.5 0 29 3 - 4 **2 1 ***1.5 0 26 4 - 5 **3 3 ***3 0 36 5 - 6 **23 18 ***20.5 0 40.75 6 - 7 **47 41 ***44 0 36.4 7 - 8 **156 141 ***148.5 0 36.95 8 - 9 **155 161 ***158 0 38.1 9 - 10 **110 23 ***66.5 0 36.95 10 - 11 **95 ****95 0 37.7 11 - 12 **94 ****94 0 38.6 12 - 13 **132 ****132 0 38.4 13 - 14 **138 ****138 0 39.4 14 - 15 *84 119 ****101.5 0 37.85 15 - 16 *163 162 ****162.5 0 39.25 16 - 17 *180 169 ****174.5 0 38.25 17 - 18 *206 237 ****221.5 0 39.05 18 - 19 *144 153 ****148.5 0 37.6 19 - 20 *109 113 ****111 0 38.4 20 - 21 *74 86 ****80 0 37.35 21 - 22 *50 48 ****49 0 35.9 22 - 23 *21 25 ****23 0 36.6 23 - 24 *11 9 ****10 0 39 Totals 0 1042 2082 400 0 0 0 % of Total 0%21.59%43.14%8.29%0%0%0% Page 1 For Project:LauralPBozeman Project Notes: Location/Name:Merged Report Generated:10/21/2025 1:25:05 PM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 9/2/2025 2:00:00 PM through 9/4/2025 9:59:59 AM 85th Percentile Speed 37 MPH 85th Percentile Vehicles 2065 Max Speed 56 MPH on 9/2/2025 8:21:03 PM Total Vehicles 2429 AADT:1324 Volumes - weekly counts Time 5 Day 7 Day Average Daily 809 809 AM Peak 7:00 AM 116 116 PM Peak 5:00 PM 152 152 Speed Speed Limit:35 85th Percentile Speed:37 50th Percentile Speed:32 10 MPH Pace Interval:27.0 MPH to 37.0 MPH Average Speed:31.99 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit N/A 126 313 75 N/A N/A N/A % over limit N/A 17.4 22.3 25.3 N/A N/A N/A Avg Speeder N/A 38.4 39.0 38.6 N/A N/A N/A Avg Speed N/A 31.3 32.2 32.6 N/A N/A N/A Class Counts Number % VEH_SM 28 1.2 VEH_MED 2312 95.2 VEH_LG 89 3.7 [VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck] Merged Monthly Counts LauralPBozeman from Tue-Sep-02-2025-02-00-PM to Thu-Sep-04-2025-09-59-AM Sep 2025 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0 - 1 **6 1 ***3.5 0 41 1 - 2 **4 7 ***5.5 0 30 2 - 3 **0 6 ***3 0 37 3 - 4 **0 0 ***0 0 0 4 - 5 **5 3 ***4 0 39.5 5 - 6 **16 12 ***14 0 39.75 6 - 7 **47 44 ***45.5 0 35.65 7 - 8 **129 104 ***116.5 0 36.5 8 - 9 **111 108 ***109.5 0 36.35 9 - 10 **70 12 ***41 0 35.4 10 - 11 **68 ****68 0 35.5 11 - 12 **73 ****73 0 36.8 12 - 13 **69 ****69 0 35.7 13 - 14 **85 ****85 0 36.3 14 - 15 *75 72 ****73.5 0 36.25 15 - 16 *106 99 ****102.5 0 36.15 16 - 17 *134 106 ****120 0 35.9 17 - 18 *148 157 ****152.5 0 36.05 18 - 19 *102 107 ****104.5 0 35.45 19 - 20 *68 84 ****76 0 35.6 20 - 21 *38 48 ****43 0 35.85 21 - 22 *30 30 ****30 0 35.1 22 - 23 *14 15 ****14.5 0 39 23 - 24 *11 5 ****8 0 36.25 Totals 0 726 1406 297 0 0 0 % of Total 0%29.89%57.88%12.23%0%0%0% Page 1 APPENDIX B Traffic Model Laurel Meadows Seasonal Factor 1.05 Existing AM Laurel Parkway Cottonwood Traffic Volumes 2025 Peak Hour 80 25 67 55 29 277 479 151 97 8 46 113 Durston 71 38 71 202 382 17 193 655 38 55 1117 76 97 2205 4 8 71 4 8 4 Vaugn Dr 13 4 0 42 8 4 0 34 0 0 29 67134605071425 55 0 0 4 113 101 Babcock 13 4 0 4 55 4 55 8 189 0 76 542 4 4 0 34 50 80 4 25 777 4 101 42 Fallon 8 34 17 538 84 76 Laurel Meadows Seasonal Factor 1.05 Existing PM Laurel Parkway Cottonwood Traffic Volumes 2025 Peak Hour 67 109 55 113 50 256 580 189 46 21 143 185 Durston 84 38 42 67 265 46 197 307 42 8 1033 185 252 2314 4 4 92 0 4 4 Vaugn Dr 4 21 0 92 4 4 4 105 0 0 63 147 13 55 0 160 542 80 80 8 0 13 59 71 Babcock 4 4 0 4 42 130 50 25 76 0 46 798 0 4 4 4 59 63 25 181 466 13 151 46 Fallon 4 80 17 760 67 109 Laurel Meadows Norton Phase 5 Generated Traffic Laurel Parkway Cottonwood Plus other unbuilt Norton Phases AM Peak Hour 1 1 2 3 1 Durston 8 3 2 5 3 8 4 6 35% 19 Generation IN 18 1OUT53660 2 Babcock 35%5 4 3 19 19 6 0 16 9 Phase 1 0.22 Phase 2 0.44 9 1 Phase 3 0.72 30%Fallon Phase 4 1.00 5 2 3 14 IN 18 OUT 53 Laurel Meadows Norton Phase 5 Generated Traffic Laurel Parkway Cottonwood Plus other unbuilt Norton Phases PM Peak Hour 4 2 6 9 4 Durston 6 2 1 3 9 6 2 21 35% 12 Generation IN 59 4 OUT 35 21 21 0 6 Babcock 35%18 2 10 12 12 4 0 11 6 6 2 30%Fallon 16 1 10 9 IN 59 OUT 35 Laurel Meadows AM Peak Hour Laurel Parkway Cottonwood Site Generated Trips From Other Developments Urban + Farm 4 2 5 9 30 Durston 17 7 4 10 9 17 71 20 Vaugn Dr 37 2 7 20 014440108 4 29 0 2 Babcock 4 11 52 20 4 26 42 22 19 6 34 7 4 12 10 7 Fallon 20 19 82 4 Laurel Meadows PM Peak Hour Laurel Parkway Cottonwood Site Generated Trips From Other DevelopmentsUrban + Farm 13 7 19 32 106 Durston 23 9 5 14 32 23 99 71 Vaugn Dr 52 7 10 71 0 50 14 130 35 28 14 106 0 7 Babcock 5 16 73 71 10 37 71 31 26 21 47 10 5 42 35 10 Fallon 71 26 115 5 Laurel Meadows Laurel Meadows Laurel Parkway Cottonwood Site Generated Traffic AM Peak Hour 3 1 8 4 7 2 Durston 16 8 4 12 24 5 20 6 39 Generation IN 53 13 25%OUT 157 34 10 16 0 10 102 Babcock Build % 0%65%31 14 IN 0 5 31 0 OUT 0 41 0 check 41 0 IN 53 10%Fallon OUT 157 0 5 0 14 16 76 IN 45 Laurel Meadows Laurel Meadows Laurel Parkway Cottonwood Site Generated Traffic PM Peak Hour 9 4 28 13 22 7 Durston 11 5 3 8 16 18 13 4 26 Generation IN 178 45 25%OUT 105 116 35 11 0 35 68 Babcock Build % 0%65%20 46 IN 0 18 20 0 OUT 0 27 0 check 27 0 IN 178 10%Fallon OUT 105 0 18 0 46 11 102 IN 150 OUT 89 Laurel Meadows Background Growth Factor 1.06 Total Projected Traffic Laurel Parkway Cottonwood 2030 No Build (Includes Norton Farms)85 27 72 58 AM Peak Hour 32 294 508 162 102 12 49 121 Durston 76 48 79 214 405 20 210 695 43 66 1209 80 106 11 9 76 4 9 4 Vaugn Dr324 0 45 9 4 0 36 0 0 32 71 13 55 0 60 757 29 58 0 0 4 120 107 Babcock 13 10 0 4 62 8 76 9 219 0 86 574 20 4 0 36 63 85 4 27 833 5 107 45 Fallon 9 40 19 573 103 80 Laurel Meadows Background Growth Factor 1.06 Total Projected Traffic Laurel Parkway Cottonwood 2030 No Build (Includes Norton Farms)71 116 62 120 PM Peak Hour 55 272 614 206 49 32 151 200 Durston 89 46 47 71 280 50 213 325 54 14 1128 196 270 25 4 98 0 4 4 Vaugn Dr 17 22 0 98 4 4 4 111 0 0 71 156 13 79 0 190 574 91 85 9 0 13 62 76 Babcock 4 22 0 4 47 148 66 27 92 0 53 846 11 4 4 4 68 67 27 191 500 15 160 49 Fallon 4 101 19 816 81 116 Laurel Meadows Total Projected Traffic Laurel Parkway Cottonwood 2030 With Laurel Meadows (No Urban Farm)85 27 75 58 AM Peak Hour 33 294 516 166 102 18 49 124 Durston 76 64 87 214 405 24 222 719 48 86 1262 1.0434 80 112 11 48 76 4 22 4 Vaugn Dr 32 4 0 45 9 4 0 36 0 34 43 711355166075739 58 0 102 4 120 107 Babcock 13 10 1 4 92 21 76 9 219 5 116 574 20 4 0 36 104 85 4 27 874 107 Fallon 46 587 119 80 1843 #REF! Laurel Meadows Total Projected Traffic Laurel Parkway Cottonwood 2030 With Laurel Meadows (No Urban Farm)71 116 70 120 PM Peak Hour 60 272 642 219 49 54 151 207 Durston 89 56 52 71 280 53 220 341 72 28 1199 #REF!#REF!196 274 25 31 98 0 49 4 Vaugn Dr 17 22 0 98 4 4 4 111 0 116 106 156 13 79 11 190 574 125 85 9 68 13 62 76 Babcock 4 22 1 4 67 195 66 27 92 18 73 846 11 4 4 4 96 67 27 191 528 160 Fallon 118 862 91 116 2094 0.0487 Laurel Meadows Background Growth Factor 1.18 Long-Range Projection Laurel Parkway Cottonwood 2045 Plus Urban Farm 100 32 92 68 AM Peak Hour 41 347 609 201 121 31 58 176 Durston 89 92 109 252 478 32 271 848 66 118 1546 1.38 95 203 2983 1.35 13 57 109 5 26 5 Vaugn Dr 38 5 0 90 11 5 2 49 0 41 70 8430691911090354 72 29 120 5 142 128 Babcock 20 23 1 5 161 45 94 37 300 6 159 697 30 39 0 42 129 104 17 42 1031 0 133 0 Fallon 0 74 0 711 222 99 Laurel Meadows Background Growth Factor 1.18 Long-Range Projection Laurel Parkway Cottonwood 2045 Plus Urban Farm 84 137 96 142 PM Peak Hour 78 320 758 278 58 95 179 350 Durston 105 90 71 84 331 68 274 403 116 56 1538 #REF!231 422 3287 #REF! 30 36 187 0 58 5 Vaugn Dr 20 26 0 168 5 5 12 141 0 137 196 184 66 107 12 354 713 176 114 117 81 16 74 96 Babcock 10 42 1 5 153 301 87 69 180 21 117 1024 33 52 5 5 123 84 74 261 633 0 189 0 Fallon 0 211 0 1044 223 142 APPENDIX C LOS Calculations Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 71 193 76 113 151 55 202 655 97 46 479 67 Future Volume (vph) 71 193 76 113 151 55 202 655 97 46 479 67 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.958 0.960 0.850 0.982 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1644 0 1630 1647 0 1630 3260 1458 1630 3201 0 Flt Permitted 0.579 0.379 0.302 0.403 Satd. Flow (perm) 993 1644 0 650 1647 0 518 3260 1458 691 3201 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 27 25 97 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 71 193 76 113 151 55 202 655 97 46 479 67 Shared Lane Traffic (%) Lane Group Flow (vph) 71 269 0 113 206 0 202 655 97 46 546 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.6 22.5 9.6 22.5 14.0 28.4 9.6 9.5 23.9 Total Split (%) 13.7% 32.1% 13.7% 32.1% 20.0% 40.6% 13.7% 13.6% 34.1% Maximum Green (s) 5.1 18.0 5.1 18.0 9.5 23.9 5.1 5.0 19.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 17.8 14.0 18.7 15.9 33.3 28.0 37.8 24.9 19.8 Actuated g/C Ratio 0.28 0.22 0.29 0.25 0.52 0.44 0.59 0.39 0.31 v/c Ratio 0.22 0.71 0.42 0.48 0.47 0.46 0.11 0.13 0.54 Control Delay (s/veh) 15.6 32.0 19.7 23.0 14.1 16.9 2.9 11.1 21.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 15.6 32.0 19.7 23.0 14.1 16.9 2.9 11.1 21.6 LOS BC BC BBABC Approach Delay (s/veh) 28.6 21.8 14.9 20.7 Approach LOS C C B C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 63.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 19.6 Intersection LOS: B Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 55 76 50 101 25 67 4 542 80 113 714 29 Future Volume (vph) 55 76 50 101 25 67 4 542 80 113 714 29 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.940 0.891 0.981 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1613 0 1630 1529 0 1630 3198 0 1630 3240 0 Flt Permitted 0.697 0.582 0.358 0.338 Satd. Flow (perm) 1196 1613 0 999 1529 0 614 3198 0 580 3240 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 46 67 25 6 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 55 76 50 101 25 67 4 542 80 113 714 29 Shared Lane Traffic (%) Lane Group Flow (vph) 55 126 0 101 92 0 4 622 0 113 743 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.6 22.5 10.0 22.9 9.5 27.5 10.0 28.0 Total Split (%) 13.7% 32.1% 14.3% 32.7% 13.6% 39.3% 14.3% 40.0% Maximum Green (s) 5.1 18.0 5.5 18.4 5.0 23.0 5.5 23.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 12.3 8.6 13.8 10.8 31.4 28.9 34.5 34.7 Actuated g/C Ratio 0.21 0.15 0.24 0.19 0.54 0.50 0.60 0.60 v/c Ratio 0.19 0.45 0.34 0.27 0.01 0.39 0.25 0.38 Control Delay (s/veh) 16.5 21.8 18.8 12.0 7.8 14.2 9.1 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.5 21.8 18.8 12.0 7.8 14.2 9.1 10.7 LOS BCBBABAB Approach Delay (s/veh) 20.2 15.5 14.1 10.5 Approach LOS C B B B Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 57.8 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay (s/veh): 13.2 Intersection LOS: B Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 197 185 185 189 113 67 307 252 143 580 55 Future Volume (vph) 42 197 185 185 189 113 67 307 252 143 580 55 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.927 0.944 0.850 0.987 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1590 0 1630 1620 0 1630 3260 1458 1630 3217 0 Flt Permitted 0.576 0.217 0.308 0.529 Satd. Flow (perm) 988 1590 0 372 1620 0 528 3260 1458 908 3217 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 66 45 252 14 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 42 197 185 185 189 113 67 307 252 143 580 55 Shared Lane Traffic (%) Lane Group Flow (vph) 42 382 0 185 302 0 67 307 252 143 635 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.5 23.0 13.0 26.5 9.5 24.4 13.0 9.6 24.5 Total Split (%) 13.6% 32.9% 18.6% 37.9% 13.6% 34.9% 18.6% 13.7% 35.0% Maximum Green (s) 5.0 18.5 8.5 22.0 5.0 19.9 8.5 5.1 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 21.6 16.6 28.7 23.9 24.0 20.2 32.9 25.0 22.1 Actuated g/C Ratio 0.33 0.25 0.44 0.36 0.36 0.31 0.50 0.38 0.34 v/c Ratio 0.11 0.85 0.58 0.49 0.24 0.31 0.30 0.36 0.58 Control Delay (s/veh) 12.2 39.8 20.1 19.0 14.7 20.1 2.7 16.2 21.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 12.2 39.8 20.1 19.0 14.7 20.1 2.7 16.2 21.9 LOS B D C B B C A B C Approach Delay (s/veh) 37.1 19.4 12.5 20.9 Approach LOS D B B C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 65.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay (s/veh): 21.3 Intersection LOS: C Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 46 59 71 80 147 130 798 63 59 542 63 Future Volume (vph) 42 46 59 71 80 147 130 798 63 59 542 63 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.916 0.903 0.989 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1572 0 1630 1549 0 1630 3224 0 1630 3208 0 Flt Permitted 0.509 0.622 0.355 0.264 Satd. Flow (perm) 873 1572 0 1067 1549 0 609 3224 0 453 3208 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 59 127 13 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 42 46 59 71 80 147 130 798 63 59 542 63 Shared Lane Traffic (%) Lane Group Flow (vph) 42 105 0 71 227 0 130 861 0 59 605 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.6 22.6 10.0 28.3 9.6 27.9 Total Split (%) 13.6% 32.1% 13.7% 32.3% 14.3% 40.4% 13.7% 39.9% Maximum Green (s) 5.0 18.0 5.1 18.1 5.5 23.8 5.1 23.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 12.0 9.3 12.9 11.2 31.4 28.5 29.9 25.9 Actuated g/C Ratio 0.21 0.16 0.23 0.20 0.55 0.50 0.52 0.45 v/c Ratio 0.17 0.35 0.24 0.56 0.30 0.54 0.17 0.41 Control Delay (s/veh) 16.4 15.1 17.4 16.2 9.9 15.1 9.1 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.4 15.1 17.4 16.2 9.9 15.1 9.1 14.3 LOS BBBBABAB Approach Delay (s/veh) 15.4 16.5 14.4 13.8 Approach LOS BBBB Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 57.3 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay (s/veh): 14.6 Intersection LOS: B Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 1 Intersection Intersection Delay, s/veh 16.3 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 71 382 38 8 277 25 38 17 55 97 29 80 Future Vol, veh/h 71 382 38 8 277 25 38 17 55 97 29 80 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 71 382 38 8 277 25 38 17 55 97 29 80 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 20 15.6 10.8 11.5 HCM LOS C C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 24% 0% 91% 0% 92% 0% 27% Vol Right, % 0% 76% 0% 9% 0% 8% 0% 73% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 38 72 71 420 8 302 97 109 LT Vol 38071080970 Through Vol 0 17 0 382 0 277 0 29 RT Vol 0 55 0 38 0 25 0 80 Lane Flow Rate 38 72 71 420 8 302 97 109 Geometry Grp 55555555 Degree of Util (X) 0.082 0.134 0.129 0.699 0.015 0.524 0.203 0.196 Departure Headway (Hd) 7.758 6.699 6.562 5.991 6.81 6.243 7.523 6.487 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 459 531 545 601 523 574 474 549 Service Time 5.553 4.492 4.323 3.752 4.581 4.013 5.307 4.271 HCM Lane V/C Ratio 0.083 0.136 0.13 0.699 0.015 0.526 0.205 0.199 HCM Control Delay, s/veh 11.3 10.5 10.3 21.6 9.7 15.8 12.2 10.9 HCM Lane LOS B B B C A C B B HCM 95th-tile Q 0.3 0.5 0.4 5.6 0 3 0.8 0.7 HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Intersection Intersection Delay, s/veh 13.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 84 265 42 21 256 109 38 46 8 46 50 67 Future Vol, veh/h 84 265 42 21 256 109 38 46 8 46 50 67 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 84 265 42 21 256 109 38 46 8 46 50 67 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 13.3 15.6 10.6 10.8 HCM LOS B C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 85% 0% 86% 0% 70% 0% 43% Vol Right, % 0% 15% 0% 14% 0% 30% 0% 57% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 38 54 84 307 21 365 46 117 LT Vol 38 0 84 0 21 0 46 0 Through Vol 0 46 0 265 0 256 0 50 RT Vol 0 8 0 42 0 109 0 67 Lane Flow Rate 38 54 84 307 21 365 46 117 Geometry Grp 55555555 Degree of Util (X) 0.079 0.103 0.149 0.494 0.037 0.577 0.093 0.208 Departure Headway (Hd) 7.463 6.846 6.391 5.788 6.412 5.695 7.307 6.39 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 479 522 560 620 558 631 489 560 Service Time 5.228 4.611 4.138 3.535 4.16 3.442 5.068 4.149 HCM Lane V/C Ratio 0.079 0.103 0.15 0.495 0.038 0.578 0.094 0.209 HCM Control Delay, s/veh 10.9 10.4 10.3 14.1 9.4 16 10.8 10.8 HCM Lane LOS BBBBACBB HCM 95th-tile Q 0.3 0.3 0.5 2.7 0.1 3.7 0.3 0.8 HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 135540463448455130 Future Vol, veh/h 135540463448455130 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 135540463448455130 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 80 0 0 59 0 0 136 163 57 148 148 63 Stage 1 ------8383-6363- Stage 2 ------5380-8585- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1518 - - 1545 - - 836 729 1009 820 743 1002 Stage 1 ------925826-948842- Stage 2 ------960828-923824- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1518 - - 1545 - - 814 723 1009 801 737 1002 Mov Cap-2 Maneuver ------814723-801737- Stage 1 ------917819-948842- Stage 2 ------945828-902817- Approach EB WB NB SB HCM Ctrl Dly, s/v 1.33 0 9.55 9.78 HCM LOS A A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 814 800 1518 - - 1545 - - 801 773 HCM Lane V/C Ratio 0.003 0.017 0.009 -----0.0460.041 HCM Ctrl Dly (s/v) 9.4 9.6 7.4 0 - 0 - - 9.7 9.9 HCM Lane LOS AAAA -A - -AA HCM 95th %tile Q(veh) 0 0.1 0 - - 0 - - 0.1 0.1 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 2 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 0 8 4 4 8 4 42 4 8 71 4 Future Vol, veh/h 130844844248714 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 130844844248714 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 141 143 73 139 143 44 75 0 0 46 0 0 Stage 1 89 89 - 52 52 ------- Stage 2 52 54 - 87 91 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 829 748 989 831 748 1026 1524 - - 1562 - - Stage 1 918 821 - 961 852 ------- Stage 2 961 850 - 921 820 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 812 742 989 818 742 1026 1524 - - 1562 - - Mov Cap-2 Maneuver 812 742 - 818 742 ------- Stage 1 914 817 - 958 849 ------- Stage 2 946 848 - 909 815 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 9.23 9.14 0.59 0.71 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1524 - - 871 885 1562 - - HCM Lane V/C Ratio 0.003 - - 0.024 0.018 0.005 - - HCM Ctrl Dly (s/v) 7.4 - - 9.2 9.1 7.3 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 3 Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 17 84 42 4 25 34 538 76 101 777 4 Future Vol, veh/h 8 17 84 42 4 25 34 538 76 101 777 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 8 17 84 42 4 25 34 538 76 101 777 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1320 1663 391 1243 1627 307 781 0 0 614 0 0 Stage 1 981 981 - 644 644 ------- Stage 2 339 682 - 599 983 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 115 96 608 131 101 689 832 - - 961 - - Stage 1 268 326 - 428 466 ------- Stage 2 649 448 - 455 325 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 91 82 608 79 87 689 832 - - 961 - - Mov Cap-2 Maneuver 91 82 - 79 87 ------- Stage 1 240 291 - 410 447 ------- Stage 2 595 430 - 331 291 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 29.7 76.14 0.5 1.05 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 832 - - 252 116 961 - - HCM Lane V/C Ratio 0.041 - - 0.432 0.613 0.105 - - HCM Ctrl Dly (s/v) 9.5 - - 29.7 76.1 9.2 - - HCM Lane LOS A - - D F A - - HCM 95th %tile Q(veh) 0.1 - - 2 3.1 0.4 - - HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 1 Existing 2025 AM Laurel Meadows 4:21 pm 10/21/2025 Baseline Synchro 12 Report Page 4 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0189045004034000 Future Vol, veh/h 0189045004034000 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0189045004034000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 50 0 0 189 0 0 247 247 189 247 247 50 Stage 1 ------189189-5858- Stage 2 ------5858-189189- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1385 - - 707 655 853 707 655 1018 Stage 1 ------813744-954847- Stage 2 ------954847-813744- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1557 - - 1385 - - 705 654 853 677 654 1018 Mov Cap-2 Maneuver ------705654-677654- Stage 1 ------813744-951844- Stage 2 ------951844-780744- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.56 9.52 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 834 1557 - - 1385 - - - HCM Lane V/C Ratio 0.046 - - - 0.003 - - - HCM Ctrl Dly (s/v) 9.5 0 - - 7.6 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 1 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 4 50 0 8 55 105 4 25 4 80 13 4 Future Vol, veh/h 4 50 0 8 55 105 4 25 4 80 13 4 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 4 50 0 8 55 105 4 25 4 80 13 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 160 0 0 50 0 0 136 234 50 194 182 108 Stage 1 ------5858-124124- Stage 2 ------78176-7158- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1419 - - 1557 - - 836 666 1018 765 712 946 Stage 1 ------954847-881794- Stage 2 ------931753-939847- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1419 - - 1557 - - 811 661 1018 728 707 946 Mov Cap-2 Maneuver ------811661-728707- Stage 1 ------951844-876790- Stage 2 ------907750-905844- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.56 0.35 10.31 10.27 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 811 699 1419 - - 1557 - - 728 737 HCM Lane V/C Ratio 0.003 0.043 0.003 - - 0.005 - - 0.073 0.059 HCM Ctrl Dly (s/v) 9.5 10.4 7.5 0 - 7.3 0 - 10.3 10.2 HCM Lane LOS ABAA -AA -BB HCM 95th %tile Q(veh) 0 0.1 0 - - 0 - - 0.2 0.2 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 4 4 0 4 21 92 4 4 92 4 Future Vol, veh/h 404404219244924 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 4 0 4 4 0 4 21 92 4 4 92 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 236 240 94 236 240 94 96 0 0 96 0 0 Stage 1 102 102 - 136 136 ------- Stage 2 134 138 - 100 104 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 718 661 963 718 661 963 1498 - - 1498 - - Stage 1 904 811 - 867 784 ------- Stage 2 869 782 - 906 809 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 704 650 963 704 650 963 1498 - - 1498 - - Mov Cap-2 Maneuver 704 650 - 704 650 ------- Stage 1 902 809 - 855 773 ------- Stage 2 854 771 - 900 807 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 9.47 9.47 1.34 0.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1498 - - 813 813 1498 - - HCM Lane V/C Ratio 0.014 - - 0.01 0.01 0.003 - - HCM Ctrl Dly (s/v) 7.4 - - 9.5 9.5 7.4 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 3 Intersection Int Delay, s/veh 48 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 17 67 46 13 181 80 760 109 151 466 25 Future Vol, veh/h 4 17 67 46 13 181 80 760 109 151 466 25 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 4 17 67 46 13 181 80 760 109 151 466 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1327 1810 246 1518 1768 435 491 0 0 869 0 0 Stage 1 781 781 - 975 975 ------- Stage 2 547 1029 - 544 793 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 113 78 755 82 83 570 1069 - - 771 - - Stage 1 354 404 - 270 328 ------- Stage 2 489 309 - 491 398 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 48 58 755 ~ 42 62 570 1069 - - 771 - - Mov Cap-2 Maneuver 48 58 - ~ 42 62 ------- Stage 1 285 325 - 250 303 ------- Stage 2 296 286 - 341 320 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 39.6 $ 359.79 0.73 2.54 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1069 - - 189 149 771 - - HCM Lane V/C Ratio 0.075 - - 0.465 1.616 0.196 - - HCM Ctrl Dly (s/v) 8.6 - - 39.6$ 359.8 10.8 - - HCM Lane LOS A - - E F B - - HCM 95th %tile Q(veh) 0.2 - - 2.2 16.8 0.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 2 Existing 2026 PM Laurel Meadows 3:40 pm 10/22/2025 Baseline Synchro 12 Report Page 4 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0764131600404000 Future Vol, veh/h 0764131600404000 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0764131600404000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 160 0 0 80 0 0 264 264 78 262 266 160 Stage 1 ------7878-186186- Stage 2 ------186186-7680- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1419 - - 1518 - - 689 641 983 691 640 885 Stage 1 ------931830-816746- Stage 2 ------816746-933828- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1419 - - 1518 - - 683 636 983 682 634 885 Mov Cap-2 Maneuver ------683636-682634- Stage 1 ------931830-809740- Stage 2 ------809740-929828- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.56 9.51 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 806 1419 - - 1518 - - - HCM Lane V/C Ratio 0.01 - - - 0.009 - - - HCM Ctrl Dly (s/v) 9.5 0 - - 7.4 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 79 210 80 121 162 58 214 695 106 49 508 72 Future Volume (vph) 79 210 80 121 162 58 214 695 106 49 508 72 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.959 0.960 0.850 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1645 0 1630 1647 0 1630 3260 1458 1630 3198 0 Flt Permitted 0.621 0.313 0.316 0.322 Satd. Flow (perm) 1065 1645 0 537 1647 0 542 3260 1458 552 3198 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 27 27 106 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 79 210 80 121 162 58 214 695 106 49 508 72 Shared Lane Traffic (%) Lane Group Flow (vph) 79 290 0 121 220 0 214 695 106 49 580 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.5 23.0 13.0 26.5 9.5 24.4 13.0 9.6 24.5 Total Split (%) 13.6% 32.9% 18.6% 37.9% 13.6% 34.9% 18.6% 13.7% 35.0% Maximum Green (s) 5.0 18.5 8.5 22.0 5.0 19.9 8.5 5.1 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 18.3 14.5 23.1 17.0 27.7 24.9 37.3 25.7 20.5 Actuated g/C Ratio 0.29 0.23 0.36 0.27 0.44 0.39 0.59 0.40 0.32 v/c Ratio 0.22 0.73 0.37 0.48 0.66 0.54 0.12 0.16 0.56 Control Delay (s/veh) 13.6 32.7 15.2 20.9 28.3 20.8 3.0 13.1 21.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.6 32.7 15.2 20.9 28.3 20.8 3.0 13.1 21.3 LOS B C B C C C A B C Approach Delay (s/veh) 28.6 18.8 20.5 20.7 Approach LOS C B C C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 63.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay (s/veh): 21.6 Intersection LOS: C Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 86 63 107 29 71 8 574 85 120 757 32 Future Volume (vph) 62 86 63 107 29 71 8 574 85 120 757 32 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.937 0.893 0.981 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1608 0 1630 1532 0 1630 3198 0 1630 3240 0 Flt Permitted 0.692 0.551 0.329 0.325 Satd. Flow (perm) 1187 1608 0 945 1532 0 564 3198 0 558 3240 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 51 71 25 6 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 62 86 63 107 29 71 8 574 85 120 757 32 Shared Lane Traffic (%) Lane Group Flow (vph) 62 149 0 107 100 0 8 659 0 120 789 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.6 22.6 10.0 28.3 9.6 27.9 Total Split (%) 13.6% 32.1% 13.7% 32.3% 14.3% 40.4% 13.7% 39.9% Maximum Green (s) 5.0 18.0 5.1 18.1 5.5 23.8 5.1 23.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 12.8 9.2 13.9 11.1 32.5 29.6 34.7 35.0 Actuated g/C Ratio 0.22 0.16 0.24 0.19 0.56 0.51 0.59 0.60 v/c Ratio 0.21 0.51 0.38 0.29 0.02 0.40 0.28 0.41 Control Delay (s/veh) 16.8 22.8 19.9 12.1 7.8 14.3 9.7 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.8 22.8 19.9 12.1 7.8 14.3 9.7 11.2 LOS BCBBABAB Approach Delay (s/veh) 21.1 16.1 14.2 11.0 Approach LOS C B B B Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 58.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay (s/veh): 13.7 Intersection LOS: B Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 47 213 196 200 206 120 71 325 270 151 614 62 Future Volume (vph) 47 213 196 200 206 120 71 325 270 151 614 62 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.928 0.945 0.850 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1592 0 1630 1621 0 1630 3260 1458 1630 3214 0 Flt Permitted 0.560 0.202 0.245 0.533 Satd. Flow (perm) 961 1592 0 347 1621 0 420 3260 1458 914 3214 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 64 44 270 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 47 213 196 200 206 120 71 325 270 151 614 62 Shared Lane Traffic (%) Lane Group Flow (vph) 47 409 0 200 326 0 71 325 270 151 676 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.5 23.0 13.0 26.5 9.5 24.4 13.0 9.6 24.5 Total Split (%) 13.6% 32.9% 18.6% 37.9% 13.6% 34.9% 18.6% 13.7% 35.0% Maximum Green (s) 5.0 18.5 8.5 22.0 5.0 19.9 8.5 5.1 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 22.6 17.6 29.8 24.9 23.9 20.1 32.9 24.1 20.2 Actuated g/C Ratio 0.34 0.26 0.45 0.37 0.36 0.30 0.49 0.36 0.30 v/c Ratio 0.13 0.88 0.64 0.52 0.29 0.33 0.32 0.39 0.69 Control Delay (s/veh) 12.3 43.4 23.3 19.6 15.8 20.5 2.7 17.1 25.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 12.3 43.4 23.3 19.6 15.8 20.5 2.7 17.1 25.5 LOS B D C B B C A B C Approach Delay (s/veh) 40.2 21.0 12.8 24.0 Approach LOS D C B C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 66.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay (s/veh): 23.3 Intersection LOS: C Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 47 53 68 76 91 156 148 846 67 62 574 71 Future Volume (vph) 47 53 68 76 91 156 148 846 67 62 574 71 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.916 0.905 0.989 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1572 0 1630 1553 0 1630 3224 0 1630 3204 0 Flt Permitted 0.406 0.673 0.330 0.236 Satd. Flow (perm) 697 1572 0 1155 1553 0 566 3224 0 405 3204 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 68 119 13 20 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 47 53 68 76 91 156 148 846 67 62 574 71 Shared Lane Traffic (%) Lane Group Flow (vph) 47 121 0 76 247 0 148 913 0 62 645 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.6 22.6 10.0 28.3 9.6 27.9 Total Split (%) 13.6% 32.1% 13.7% 32.3% 14.3% 40.4% 13.7% 39.9% Maximum Green (s) 5.0 18.0 5.1 18.1 5.5 23.8 5.1 23.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 13.3 10.7 13.4 10.7 30.7 27.8 29.2 25.3 Actuated g/C Ratio 0.23 0.18 0.23 0.18 0.53 0.48 0.50 0.44 v/c Ratio 0.19 0.35 0.25 0.64 0.37 0.59 0.20 0.46 Control Delay (s/veh) 16.3 14.3 16.9 20.8 11.8 17.2 10.1 15.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.3 14.3 16.9 20.8 11.8 17.2 10.1 15.6 LOS BBBCBBBB Approach Delay (s/veh) 14.9 19.9 16.5 15.1 Approach LOS BBBB Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 58 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay (s/veh): 16.4 Intersection LOS: B Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/06/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Intersection Intersection Delay, s/veh 19.6 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 76 405 43 12 294 27 48 20 66 102 32 85 Future Vol, veh/h 76 405 43 12 294 27 48 20 66 102 32 85 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 76 405 43 12 294 27 48 20 66 102 32 85 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 25.8 18.1 11.5 12.2 HCM LOS D C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 23% 0% 90% 0% 92% 0% 27% Vol Right, % 0% 77% 0% 10% 0% 8% 0% 73% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 48 86 76 448 12 321 102 117 LT Vol 48 0 76 0 12 0 102 0 Through Vol 0 20 0 405 0 294 0 32 RT Vol 0 66 0 43 0 27 0 85 Lane Flow Rate 48 86 76 448 12 321 102 117 Geometry Grp 55555555 Degree of Util (X) 0.109 0.169 0.146 0.786 0.024 0.589 0.224 0.224 Departure Headway (Hd) 8.144 7.077 6.894 6.318 7.181 6.611 7.911 6.877 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 440 507 523 573 500 549 454 522 Service Time 5.893 4.826 4.605 4.028 4.896 4.326 5.657 4.622 HCM Lane V/C Ratio 0.109 0.17 0.145 0.782 0.024 0.585 0.225 0.224 HCM Control Delay, s/veh 11.9 11.3 10.8 28.4 10.1 18.4 12.9 11.6 HCM Lane LOS B B B D B C B B HCM 95th-tile Q 0.4 0.6 0.5 7.4 0.1 3.8 0.8 0.9 HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/06/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Intersection Intersection Delay, s/veh 15 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 280 54 32 272 116 46 50 14 49 55 71 Future Vol, veh/h 89 280 54 32 272 116 46 50 14 49 55 71 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 89 280 54 32 272 116 46 50 14 49 55 71 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 14.9 17.7 11.1 11.4 HCM LOS B C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 78% 0% 84% 0% 70% 0% 44% Vol Right, % 0% 22% 0% 16% 0% 30% 0% 56% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 46 64 89 334 32 388 49 126 LT Vol 46 0 89 0 32 0 49 0 Through Vol 0 50 0 280 0 272 0 55 RT Vol 0 14 0 54 0 116 0 71 Lane Flow Rate 46 64 89 334 32 388 49 126 Geometry Grp 55555555 Degree of Util (X) 0.099 0.125 0.163 0.555 0.059 0.635 0.103 0.233 Departure Headway (Hd) 7.714 7.046 6.6 5.978 6.614 5.895 7.564 6.65 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 462 506 541 601 540 609 472 537 Service Time 5.503 4.834 4.365 3.743 4.379 3.659 5.345 4.43 HCM Lane V/C Ratio 0.1 0.126 0.165 0.556 0.059 0.637 0.104 0.235 HCM Control Delay, s/veh 11.4 10.9 10.7 16 9.8 18.4 11.2 11.5 HCM Lane LOS B B B C A C B B HCM 95th-tile Q 0.3 0.4 0.6 3.4 0.2 4.5 0.3 0.9 HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 76 20 0 55 36 10 9 4 58 13 0 Future Vol, veh/h 13 76 20 0 55 36 10 9 4 58 13 0 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 13 76 20 0 55 36 10 9 4 58 13 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 91 0 0 96 0 0 174 203 86 180 195 73 Stage 1 ------112112-7373- Stage 2 ------6291-107122- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1504 - - 1498 - - 789 693 973 782 700 989 Stage 1 ------893803-937834- Stage 2 ------950820-899795- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1504 - - 1498 - - 768 687 973 762 694 989 Mov Cap-2 Maneuver ------768687-762694- Stage 1 ------885796-937834- Stage 2 ------935820-878788- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.88 0 9.82 10.05 HCM LOS A B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 768 758 1504 - - 1498 - - 762 733 HCM Lane V/C Ratio 0.009 0.022 0.009 -----0.0510.044 HCM Ctrl Dly (s/v) 9.7 9.9 7.4 0 - 0 - - 10 10.1 HCM Lane LOS AAAA -A - -AB HCM 95th %tile Q(veh) 0 0.1 0 - - 0 - - 0.2 0.1 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 2 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 0 9 4 4 9 4 45 4 9 76 11 Future Vol, veh/h 32 0 9 4 4 9 4 45 4 9 76 11 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 32 0 9 4 4 9 4 45 4 9 76 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 155 157 82 149 160 47 87 0 0 49 0 0 Stage 1 100 100 - 55 55 ------- Stage 2 55 57 - 94 105 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 812 735 978 819 732 1022 1509 - - 1558 - - Stage 1 907 813 - 957 849 ------- Stage 2 957 847 - 913 808 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 794 729 978 805 726 1022 1509 - - 1558 - - Mov Cap-2 Maneuver 794 729 - 805 726 ------- Stage 1 902 808 - 955 847 ------- Stage 2 942 845 - 899 804 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 9.57 9.16 0.56 0.69 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1509 - - 828 882 1558 - - HCM Lane V/C Ratio 0.003 - - 0.05 0.019 0.006 - - HCM Ctrl Dly (s/v) 7.4 - - 9.6 9.2 7.3 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 3 Intersection Int Delay, s/veh 9.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 19 103 45 5 27 40 573 80 107 833 4 Future Vol, veh/h 9 19 103 45 5 27 40 573 80 107 833 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 9 19 103 45 5 27 40 573 80 107 833 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1418 1782 419 1333 1744 327 837 0 0 653 0 0 Stage 1 1049 1049 - 693 693 ------- Stage 2 369 733 - 640 1051 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 97 81 583 112 86 669 793 - - 930 - - Stage 1 243 303 - 400 443 ------- Stage 2 623 424 - 430 302 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 68 583 59 72 669 793 - - 930 - - Mov Cap-2 Maneuver 74 68 - 59 72 ------- Stage 1 215 268 - 380 420 ------- Stage 2 561 403 - 291 267 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 40.57 148.89 0.56 1.06 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 793 - - 227 88 930 - - HCM Lane V/C Ratio 0.05 - - 0.578 0.878 0.115 - - HCM Ctrl Dly (s/v) 9.8 - - 40.6 148.9 9.4 - - HCM Lane LOS A - - E F A - - HCM 95th %tile Q(veh) 0.2 - - 3.2 4.7 0.4 - - HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 3 Project 2030 No-Build AM Laurel Meadows 4:10 pm 10/22/2025 Baseline Synchro 12 Report Page 4 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0219046004036000 Future Vol, veh/h 0219046004036000 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0219046004036000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 60 0 0 219 0 0 287 287 219 287 287 60 Stage 1 ------219219-6868- Stage 2 ------6868-219219- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1544 - - 1350 - - 665 623 821 665 623 1005 Stage 1 ------783722-942838- Stage 2 ------942838-783722- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1544 - - 1350 - - 663 621 821 634 621 1005 Mov Cap-2 Maneuver ------663621-634621- Stage 1 ------783722-939836- Stage 2 ------939836-749722- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.48 9.73 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 802 1544 - - 1350 - - - HCM Lane V/C Ratio 0.05 - - - 0.003 - - - HCM Ctrl Dly (s/v) 9.7 0 - - 7.7 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - - HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 1 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 4 66 11 9 79 111 22 27 4 85 13 4 Future Vol, veh/h 4 66 11 9 79 111 22 27 4 85 13 4 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 4 66 11 9 79 111 22 27 4 85 13 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 190 0 0 77 0 0 183 288 72 240 238 135 Stage 1 ------8080-153153- Stage 2 ------104208-8885- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1384 - - 1522 - - 778 622 991 714 663 914 Stage 1 ------929829-850771- Stage 2 ------902730-920824- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1384 - - 1522 - - 753 617 991 674 658 914 Mov Cap-2 Maneuver ------753617-674658- Stage 1 ------926826-845767- Stage 2 ------878726-884822- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.38 0.33 10.5 10.74 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 753 666 1384 - - 1522 - - 674 685 HCM Lane V/C Ratio 0.019 0.058 0.003 - - 0.006 - - 0.084 0.066 HCM Ctrl Dly (s/v) 9.9 10.7 7.6 0 - 7.4 0 - 10.8 10.6 HCM Lane LOS ABAA -AA -BB HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0 - - 0.3 0.2 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 0 4 4 0 4 22 98 4 4 98 25 Future Vol, veh/h 17 0 4 4 0 4 22 98 4 4 98 25 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 17 0 4 4 0 4 22 98 4 4 98 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 261 265 111 250 275 100 123 0 0 102 0 0 Stage 1 119 119 - 144 144 ------- Stage 2 142 146 - 106 131 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 692 641 943 703 632 956 1464 - - 1490 - - Stage 1 886 798 - 859 778 ------- Stage 2 861 776 - 900 788 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 677 630 943 688 621 956 1464 - - 1490 - - Mov Cap-2 Maneuver 677 630 - 688 621 ------- Stage 1 884 795 - 846 766 ------- Stage 2 844 765 - 893 786 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 10.18 9.55 1.33 0.23 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1464 - - 716 800 1490 - - HCM Lane V/C Ratio 0.015 - - 0.029 0.01 0.003 - - HCM Ctrl Dly (s/v) 7.5 - - 10.2 9.5 7.4 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 3 Intersection Int Delay, s/veh 101.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 19 81 49 15 191 101 816 116 160 500 27 Future Vol, veh/h 4 19 81 49 15 191 101 816 116 160 500 27 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 4 19 81 49 15 191 101 816 116 160 500 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1451 1968 264 1656 1923 466 527 0 0 932 0 0 Stage 1 834 834 - 1076 1076 ------- Stage 2 618 1134 - 580 847 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 92 62 735 64 66 543 1036 - - 730 - - Stage 1 329 382 - 234 294 ------- Stage 2 444 276 - 468 376 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 31 44 735 ~ 26 47 543 1036 - - 730 - - Mov Cap-2 Maneuver 31 44 - ~ 26 47 ------- Stage 1 257 298 - 211 265 ------- Stage 2 245 249 - 304 294 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 66.2 $ 790.17 0.87 2.63 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1036 - - 155 100 730 - - HCM Lane V/C Ratio 0.097 - - 0.672 2.543 0.219 - - HCM Ctrl Dly (s/v) 8.8 - - 66.2$ 790.2 11.3 - - HCM Lane LOS A - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 3.8 23.4 0.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 4 Project 2030 No-Build PM Laurel Meadows 4:11 pm 10/22/2025 Baseline Synchro 12 Report Page 4 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0924131900404000 Future Vol, veh/h 0924131900404000 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0924131900404000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 190 0 0 96 0 0 310 310 94 308 312 190 Stage 1 ------9494-216216- Stage 2 ------216216-9296- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1384 - - 1498 - - 642 605 963 644 603 852 Stage 1 ------913817-786724- Stage 2 ------786724-915815- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1384 - - 1498 - - 637 599 963 636 598 852 Mov Cap-2 Maneuver ------637599-636598- Stage 1 ------913817-779718- Stage 2 ------779718-911815- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.48 9.75 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 767 1384 - - 1498 - - - HCM Lane V/C Ratio 0.01 - - - 0.009 - - - HCM Ctrl Dly (s/v) 9.7 0 - - 7.4 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 87 222 80 124 166 58 214 719 112 49 516 75 Future Volume (vph) 87 222 80 124 166 58 214 719 112 49 516 75 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.960 0.961 0.850 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1647 0 1630 1649 0 1630 3260 1458 1630 3198 0 Flt Permitted 0.613 0.299 0.307 0.305 Satd. Flow (perm) 1052 1647 0 513 1649 0 527 3260 1458 523 3198 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 25 26 112 23 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 87 222 80 124 166 58 214 719 112 49 516 75 Shared Lane Traffic (%) Lane Group Flow (vph) 87 302 0 124 224 0 214 719 112 49 591 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.5 23.0 13.0 26.5 9.5 24.4 13.0 9.6 24.5 Total Split (%) 13.6% 32.9% 18.6% 37.9% 13.6% 34.9% 18.6% 13.7% 35.0% Maximum Green (s) 5.0 18.5 8.5 22.0 5.0 19.9 8.5 5.1 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 18.7 14.9 23.6 17.4 27.6 24.9 37.3 25.7 20.5 Actuated g/C Ratio 0.29 0.23 0.37 0.27 0.43 0.39 0.58 0.40 0.32 v/c Ratio 0.25 0.75 0.38 0.48 0.68 0.57 0.12 0.16 0.57 Control Delay (s/veh) 13.8 34.0 15.4 20.9 29.6 21.5 2.9 13.3 21.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.8 34.0 15.4 20.9 29.6 21.5 2.9 13.3 21.7 LOS B C B C C C A B C Approach Delay (s/veh) 29.5 19.0 21.2 21.1 Approach LOS C B C C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 63.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay (s/veh): 22.1 Intersection LOS: C Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 92 116 104 107 39 71 21 574 85 120 757 43 Future Volume (vph) 92 116 104 107 39 71 21 574 85 120 757 43 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.929 0.903 0.981 0.992 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1594 0 1630 1549 0 1630 3198 0 1630 3234 0 Flt Permitted 0.686 0.453 0.310 0.310 Satd. Flow (perm) 1177 1594 0 777 1549 0 532 3198 0 532 3234 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 71 25 9 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 92 116 104 107 39 71 21 574 85 120 757 43 Shared Lane Traffic (%) Lane Group Flow (vph) 92 220 0 107 110 0 21 659 0 120 800 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.6 22.6 10.0 28.3 9.6 27.9 Total Split (%) 13.6% 32.1% 13.7% 32.3% 14.3% 40.4% 13.7% 39.9% Maximum Green (s) 5.0 18.0 5.1 18.1 5.5 23.8 5.1 23.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 15.3 11.5 15.4 11.6 30.0 25.9 32.3 31.4 Actuated g/C Ratio 0.25 0.19 0.25 0.19 0.49 0.42 0.53 0.51 v/c Ratio 0.28 0.63 0.40 0.31 0.06 0.48 0.32 0.48 Control Delay (s/veh) 17.0 25.3 19.6 12.4 9.3 16.5 11.8 13.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 17.0 25.3 19.6 12.4 9.3 16.5 11.8 13.4 LOS BCBBABBB Approach Delay (s/veh) 22.9 16.0 16.3 13.2 Approach LOS C B B B Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 61.1 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 15.9 Intersection LOS: B Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 52 220 196 207 219 120 71 341 274 151 642 70 Future Volume (vph) 52 220 196 207 219 120 71 341 274 151 642 70 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.929 0.947 0.850 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1594 0 1630 1625 0 1630 3260 1458 1630 3211 0 Flt Permitted 0.542 0.195 0.220 0.516 Satd. Flow (perm) 930 1594 0 335 1625 0 377 3260 1458 885 3211 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 41 274 17 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 52 220 196 207 219 120 71 341 274 151 642 70 Shared Lane Traffic (%) Lane Group Flow (vph) 52 416 0 207 339 0 71 341 274 151 712 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.5 23.0 13.0 26.5 9.5 24.4 13.0 9.6 24.5 Total Split (%) 13.6% 32.9% 18.6% 37.9% 13.6% 34.9% 18.6% 13.7% 35.0% Maximum Green (s) 5.0 18.5 8.5 22.0 5.0 19.9 8.5 5.1 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 22.8 17.8 30.0 25.1 23.9 20.1 32.9 24.1 20.2 Actuated g/C Ratio 0.34 0.27 0.45 0.37 0.36 0.30 0.49 0.36 0.30 v/c Ratio 0.14 0.89 0.67 0.54 0.31 0.35 0.32 0.40 0.73 Control Delay (s/veh) 12.5 45.2 25.0 20.2 16.3 20.7 2.7 17.3 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 12.5 45.2 25.0 20.2 16.3 20.7 2.7 17.3 26.8 LOS B D C C B C A B C Approach Delay (s/veh) 41.6 22.0 13.1 25.2 Approach LOS D C B C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 67.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay (s/veh): 24.3 Intersection LOS: C Intersection Capacity Utilization 79.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 67 73 96 76 125 156 195 846 67 62 574 106 Future Volume (vph) 67 73 96 76 125 156 195 846 67 62 574 106 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.915 0.917 0.989 0.977 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1570 0 1630 1573 0 1630 3224 0 1630 3185 0 Flt Permitted 0.345 0.602 0.284 0.244 Satd. Flow (perm) 592 1570 0 1033 1573 0 487 3224 0 419 3185 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 91 87 13 32 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 67 73 96 76 125 156 195 846 67 62 574 106 Shared Lane Traffic (%) Lane Group Flow (vph) 67 169 0 76 281 0 195 913 0 62 680 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.6 22.6 10.0 28.3 9.6 27.9 Total Split (%) 13.6% 32.1% 13.7% 32.3% 14.3% 40.4% 13.7% 39.9% Maximum Green (s) 5.0 18.0 5.1 18.1 5.5 23.8 5.1 23.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 15.3 12.6 15.4 12.6 31.9 29.0 29.1 23.9 Actuated g/C Ratio 0.25 0.21 0.25 0.21 0.52 0.47 0.48 0.39 v/c Ratio 0.29 0.43 0.24 0.71 0.54 0.60 0.21 0.54 Control Delay (s/veh) 17.6 14.7 16.5 26.5 17.9 18.1 10.9 17.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 17.6 14.7 16.5 26.5 17.9 18.1 10.9 17.4 LOS BBBCBBBB Approach Delay (s/veh) 15.5 24.4 18.1 16.9 Approach LOS B C B B Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 61.1 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 18.4 Intersection LOS: B Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 1 Intersection Intersection Delay, s/veh 21.2 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 76 405 48 18 294 27 64 24 86 102 33 85 Future Vol, veh/h 76 405 48 18 294 27 64 24 86 102 33 85 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 76 405 48 18 294 27 64 24 86 102 33 85 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 29.2 19.1 12.1 12.6 HCM LOS D C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 22% 0% 89% 0% 92% 0% 28% Vol Right, % 0% 78% 0% 11% 0% 8% 0% 72% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 64 110 76 453 18 321 102 118 LT Vol 64 0 76 0 18 0 102 0 Through Vol 0 24 0 405 0 294 0 33 RT Vol 0 86 0 48 0 27 0 85 Lane Flow Rate 64 110 76 453 18 321 102 118 Geometry Grp 55555555 Degree of Util (X) 0.147 0.219 0.15 0.818 0.037 0.608 0.23 0.233 Departure Headway (Hd) 8.257 7.179 7.086 6.501 7.387 6.815 8.127 7.095 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 434 499 506 557 485 530 442 505 Service Time 6.011 4.933 4.827 4.242 5.132 4.561 5.878 4.845 HCM Lane V/C Ratio 0.147 0.22 0.15 0.813 0.037 0.606 0.231 0.234 HCM Control Delay, s/veh 12.4 11.9 11.1 32.2 10.4 19.6 13.3 12 HCM Lane LOS B B B D B C B B HCM 95th-tile Q 0.5 0.8 0.5 8.2 0.1 4 0.9 0.9 HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 1 Intersection Intersection Delay, s/veh 16 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 280 72 54 272 116 56 53 28 49 60 71 Future Vol, veh/h 89 280 72 54 272 116 56 53 28 49 60 71 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 89 280 72 54 272 116 56 53 28 49 60 71 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 16.5 18.7 11.5 11.9 HCM LOS C C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 65% 0% 80% 0% 70% 0% 46% Vol Right, % 0% 35% 0% 20% 0% 30% 0% 54% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 56 81 89 352 54 388 49 131 LT Vol 56 0 89 0 54 0 49 0 Through Vol 0 53 0 280 0 272 0 60 RT Vol 0 28 0 72 0 116 0 71 Lane Flow Rate 56 81 89 352 54 388 49 131 Geometry Grp 55555555 Degree of Util (X) 0.124 0.162 0.168 0.601 0.102 0.655 0.107 0.254 Departure Headway (Hd) 7.977 7.215 6.796 6.142 6.799 6.078 7.868 6.972 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 452 500 523 581 523 590 458 519 Service Time 5.684 4.922 4.594 3.94 4.597 3.875 5.574 4.672 HCM Lane V/C Ratio 0.124 0.162 0.17 0.606 0.103 0.658 0.107 0.252 HCM Control Delay, s/veh 11.8 11.3 11 17.9 10.4 19.8 11.5 12 HCM Lane LOS B B B C B C B B HCM 95th-tile Q 0.4 0.6 0.6 4 0.3 4.8 0.4 1 HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 76 20 0 55 36 10 9 4 58 13 0 Future Vol, veh/h 13 76 20 0 55 36 10 9 4 58 13 0 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 13 76 20 0 55 36 10 9 4 58 13 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 91 0 0 96 0 0 174 203 86 180 195 73 Stage 1 ------112112-7373- Stage 2 ------6291-107122- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1504 - - 1498 - - 789 693 973 782 700 989 Stage 1 ------893803-937834- Stage 2 ------950820-899795- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1504 - - 1498 - - 768 687 973 762 694 989 Mov Cap-2 Maneuver ------768687-762694- Stage 1 ------885796-937834- Stage 2 ------935820-878788- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.88 0 9.82 10.05 HCM LOS A B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 768 758 1504 - - 1498 - - 762 733 HCM Lane V/C Ratio 0.009 0.022 0.009 -----0.0510.044 HCM Ctrl Dly (s/v) 9.7 9.9 7.4 0 - 0 - - 10 10.1 HCM Lane LOS AAAA -A - -AB HCM 95th %tile Q(veh) 0 0.1 0 - - 0 - - 0.2 0.1 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 2 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 32 0 9 4 4 48 4 45 4 22 76 11 Future Vol, veh/h 32 0 9 4 4 48 4 45 4 22 76 11 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 32 0 9 4 4 48 4 45 4 22 76 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 181 183 82 175 186 47 87 0 0 49 0 0 Stage 1 126 126 - 55 55 ------- Stage 2 55 57 - 120 131 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 781 712 978 788 708 1022 1509 - - 1558 - - Stage 1 878 792 - 957 849 ------- Stage 2 957 847 - 884 788 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 728 700 978 767 697 1022 1509 - - 1558 - - Mov Cap-2 Maneuver 728 700 - 767 697 ------- Stage 1 866 781 - 955 847 ------- Stage 2 906 845 - 864 777 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 9.93 8.95 0.56 1.48 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1509 - - 771 967 1558 - - HCM Lane V/C Ratio 0.003 - - 0.053 0.058 0.014 - - HCM Ctrl Dly (s/v) 7.4 - - 9.9 9 7.3 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 119 0 0 27 46 587 80 107 874 4 Future Vol, veh/h 0 0 119 0 0 27 46 587 80 107 874 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 119 0 0 27 46 587 80 107 874 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 439 - - 334 878 0 0 667 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 566 0 0 662 765 - - 919 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 566 - - 662 765 - - 919 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 13.05 10.67 0.65 1.02 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 765 - - 566 662 919 - - HCM Lane V/C Ratio 0.06 - - 0.21 0.041 0.116 - - HCM Ctrl Dly (s/v) 10 - - 13.1 10.7 9.4 - - HCM Lane LOS B - - B B A - - HCM 95th %tile Q(veh) 0.2 - - 0.8 0.1 0.4 - - HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 5 Project 2030 With West Park AM Laurel Meadows 4:11 pm 10/22/2025 BaselineSynchro 12 Report 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 1 219 0 4 60 34 4 5 36 102 16 0 Future Vol, veh/h 1 219 0 4 60 34 4 5 36 102 16 0 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 1 219 0 4 60 34 4 5 36 102 16 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 94 0 0 219 0 0 297 323 219 309 306 77 Stage 1 ------221221-8585- Stage 2 ------76102-224221- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1500 - - 1350 - - 655 595 821 644 608 984 Stage 1 ------781720-923824- Stage 2 ------933811-779720- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1500 - - 1350 - - 636 592 821 608 605 984 Mov Cap-2 Maneuver ------636592-608605- Stage 1 ------781720-920822- Stage 2 ------912808-739720- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.03 0.31 9.98 12.34 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 768 1500 - - 1350 - - 608 HCM Lane V/C Ratio 0.059 0.001 - - 0.003 - - 0.194 HCM Ctrl Dly (s/v) 10 7.4 - - 7.7 - - 12.3 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.7 HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 1 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 4 66 11 9 79 111 22 27 4 85 13 4 Future Vol, veh/h 4 66 11 9 79 111 22 27 4 85 13 4 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 4 66 11 9 79 111 22 27 4 85 13 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 190 0 0 77 0 0 183 288 72 240 238 135 Stage 1 ------8080-153153- Stage 2 ------104208-8885- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1384 - - 1522 - - 778 622 991 714 663 914 Stage 1 ------929829-850771- Stage 2 ------902730-920824- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1384 - - 1522 - - 753 617 991 674 658 914 Mov Cap-2 Maneuver ------753617-674658- Stage 1 ------926826-845767- Stage 2 ------878726-884822- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.38 0.33 10.5 10.74 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 753 666 1384 - - 1522 - - 674 685 HCM Lane V/C Ratio 0.019 0.058 0.003 - - 0.006 - - 0.084 0.066 HCM Ctrl Dly (s/v) 9.9 10.7 7.6 0 - 7.4 0 - 10.8 10.6 HCM Lane LOS ABAA -AA -BB HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0 - - 0.3 0.2 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 2 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 0 4 4 0 31 22 98 4 49 98 25 Future Vol, veh/h 17 0 4 4 0 31 22 98 4 49 98 25 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 17 0 4 4 0 31 22 98 4 49 98 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 351 355 111 340 365 100 123 0 0 102 0 0 Stage 1 209 209 - 144 144 ------- Stage 2 142 146 - 196 221 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 604 571 943 614 563 956 1464 - - 1490 - - Stage 1 794 729 - 859 778 ------- Stage 2 861 776 - 806 720 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 557 544 943 582 536 956 1464 - - 1490 - - Mov Cap-2 Maneuver 557 544 - 582 536 ------- Stage 1 767 705 - 846 766 ------- Stage 2 820 765 - 776 697 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.17 9.21 1.33 2.14 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1464 - - 604 890 1490 - - HCM Lane V/C Ratio 0.015 - - 0.035 0.039 0.033 - - HCM Ctrl Dly (s/v) 7.5 - - 11.2 9.2 7.5 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.1 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 3 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 0 0 91 0 0 191 118 862 116 160 528 27 Future Vol, veh/h 0 0 91 0 0 191 118 862 116 160 528 27 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 91 0 0 191 118 862 116 160 528 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 278 - - 489 555 0 0 978 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 720 0 0 525 1011 - - 701 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 720 - - 525 1011 - - 701 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 10.72 15.73 0.97 2.61 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1011 - - 720 525 701 - - HCM Lane V/C Ratio 0.117 - - 0.126 0.364 0.228 - - HCM Ctrl Dly (s/v) 9 - - 10.7 15.7 11.6 - - HCM Lane LOS A - - B C B - - HCM 95th %tile Q(veh) 0.4 - - 0.4 1.7 0.9 - - HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 6 Project 2030 With West Park PM Laurel Meadows 4:12 pm 10/22/2025 BaselineSynchro 12 Report Page 4 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 92 4 13 190 116 4 18 4 68 11 0 Future Vol, veh/h 1 92 4 13 190 116 4 18 4 68 11 0 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 1 92 4 13 190 116 4 18 4 68 11 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 306 0 0 96 0 0 318 428 94 377 372 248 Stage 1 ------9696-274274- Stage 2 ------222332-10398- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1255 - - 1498 - - 635 519 963 580 558 791 Stage 1 ------911815-732683- Stage 2 ------781644-903814- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1255 - - 1498 - - 617 514 963 553 553 791 Mov Cap-2 Maneuver ------617514-553553- Stage 1 ------910815-726677- Stage 2 ------762639-879813- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.08 0.3 11.62 12.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 570 1255 - - 1498 - - 553 HCM Lane V/C Ratio 0.046 0.001 - - 0.009 - - 0.143 HCM Ctrl Dly (s/v) 11.6 7.9 - - 7.4 - - 12.6 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.5 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 271 95 176 201 68 252 848 203 58 609 92 Future Volume (vph) 109 271 95 176 201 68 252 848 203 58 609 92 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.961 0.962 0.850 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1649 0 1630 1650 0 1630 3260 1458 1630 3195 0 Flt Permitted 0.594 0.220 0.221 0.196 Satd. Flow (perm) 1019 1649 0 377 1650 0 379 3260 1458 336 3195 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 25 25 203 24 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 109 271 95 176 201 68 252 848 203 58 609 92 Shared Lane Traffic (%) Lane Group Flow (vph) 109 366 0 176 269 0 252 848 203 58 701 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.5 23.0 13.0 26.5 9.5 24.4 13.0 9.6 24.5 Total Split (%) 13.6% 32.9% 18.6% 37.9% 13.6% 34.9% 18.6% 13.7% 35.0% Maximum Green (s) 5.0 18.5 8.5 22.0 5.0 19.9 8.5 5.1 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 22.0 17.0 28.9 22.2 26.9 23.9 36.6 25.1 20.0 Actuated g/C Ratio 0.32 0.25 0.42 0.33 0.39 0.35 0.54 0.37 0.29 v/c Ratio 0.29 0.85 0.57 0.49 1.05 0.74 0.23 0.26 0.73 Control Delay (s/veh) 14.4 43.3 19.8 21.0 94.9 27.3 2.6 15.5 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.4 43.3 19.8 21.0 94.9 27.3 2.6 15.5 26.9 LOS B D B C F C A B C Approach Delay (s/veh) 36.7 20.5 36.5 26.0 Approach LOS DCDC Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 68.2 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay (s/veh): 31.5 Intersection LOS: C Intersection Capacity Utilization 84.0% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 161 159 129 128 54 84 45 697 104 142 903 70 Future Volume (vph) 161 159 129 128 54 84 45 697 104 142 903 70 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.933 0.909 0.981 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1601 0 1630 1560 0 1630 3198 0 1630 3224 0 Flt Permitted 0.669 0.358 0.179 0.239 Satd. Flow (perm) 1148 1601 0 614 1560 0 307 3198 0 410 3224 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 56 84 25 12 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 161 159 129 128 54 84 45 697 104 142 903 70 Shared Lane Traffic (%) Lane Group Flow (vph) 161 288 0 128 138 0 45 801 0 142 973 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 9.6 22.6 10.0 28.3 9.6 27.9 Total Split (%) 13.6% 32.1% 13.7% 32.3% 14.3% 40.4% 13.7% 39.9% Maximum Green (s) 5.0 18.0 5.1 18.1 5.5 23.8 5.1 23.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 17.5 13.8 17.7 13.9 29.0 24.9 29.3 26.6 Actuated g/C Ratio 0.28 0.22 0.28 0.22 0.47 0.40 0.47 0.43 v/c Ratio 0.44 0.72 0.49 0.33 0.17 0.62 0.48 0.70 Control Delay (s/veh) 20.0 30.2 22.0 12.5 11.2 19.8 16.9 22.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 20.0 30.2 22.0 12.5 11.2 19.8 16.9 22.1 LOS BCCBBBBC Approach Delay (s/veh) 26.5 17.1 19.3 21.4 Approach LOS C B B C Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 62.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 21.2 Intersection LOS: C Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 71 274 231 350 278 142 84 403 422 179 758 96 Future Volume (vph) 71 274 231 350 278 142 84 403 422 179 758 96 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 250 0 250 0 300 300 300 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.931 0.949 0.850 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1597 0 1630 1628 0 1630 3260 1458 1630 3204 0 Flt Permitted 0.437 0.179 0.209 0.421 Satd. Flow (perm) 750 1597 0 307 1628 0 359 3260 1458 722 3204 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 58 40 295 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 2603 1853 2637 1099 Travel Time (s) 59.2 42.1 59.9 25.0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 71 274 231 350 278 142 84 403 422 179 758 96 Shared Lane Traffic (%) Lane Group Flow (vph) 71 505 0 350 420 0 84 403 422 179 854 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 4 8 2 2 6 Lanes, Volumes, Timings 15: Cottonwood & Durson Road/Durston Road 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 9.6 22.6 15.0 28.0 9.5 22.9 15.0 9.5 22.9 Total Split (%) 13.7% 32.3% 21.4% 40.0% 13.6% 32.7% 21.4% 13.6% 32.7% Maximum Green (s) 6.1 18.1 11.5 23.5 6.0 18.4 11.5 6.0 18.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 3.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 25.1 18.1 34.1 25.4 25.3 18.4 34.4 26.1 20.3 Actuated g/C Ratio 0.36 0.26 0.49 0.36 0.36 0.26 0.49 0.37 0.29 v/c Ratio 0.21 1.11 0.96 0.68 0.35 0.47 0.49 0.52 0.91 Control Delay (s/veh) 11.9 101.3 56.3 25.0 17.3 23.9 5.7 20.3 40.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 11.9 101.3 56.3 25.0 17.3 23.9 5.7 20.3 40.5 LOS B F E C B C A C D Approach Delay (s/veh) 90.2 39.2 14.8 37.0 Approach LOS F D B D Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay (s/veh): 40.7 Intersection LOS: D Intersection Capacity Utilization 97.3% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 15: Cottonwood & Durson Road/Durston Road Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 153 117 123 96 176 184 301 1024 84 74 713 196 Future Volume (vph) 153 117 123 96 176 184 301 1024 84 74 713 196 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 200 0 200 0 300 0 300 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.923 0.923 0.989 0.968 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1584 0 1630 1584 0 1630 3224 0 1630 3155 0 Flt Permitted 0.253 0.480 0.166 0.194 Satd. Flow (perm) 434 1584 0 824 1584 0 285 3224 0 333 3155 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 73 72 13 49 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1994 2219 1338 2637 Travel Time (s) 45.3 50.4 30.4 59.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 153 117 123 96 176 184 301 1024 84 74 713 196 Shared Lane Traffic (%) Lane Group Flow (vph) 153 240 0 96 360 0 301 1108 0 74 909 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 Lanes, Volumes, Timings 16: Cottonwood & Babcock St 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.6 22.6 9.5 22.5 14.0 28.3 9.6 23.9 Total Split (%) 13.7% 32.3% 13.6% 32.1% 20.0% 40.4% 13.7% 34.1% Maximum Green (s) 6.1 18.1 6.0 18.0 10.5 23.8 6.1 19.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 21.7 16.0 21.5 16.0 34.8 26.5 26.7 19.6 Actuated g/C Ratio 0.33 0.24 0.32 0.24 0.53 0.40 0.40 0.30 v/c Ratio 0.60 0.55 0.28 0.83 0.82 0.85 0.29 0.94 Control Delay (s/veh) 25.6 20.6 15.6 37.2 35.6 30.1 13.2 42.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.6 20.6 15.6 37.2 35.6 30.1 13.2 42.2 LOS CCBDDCBD Approach Delay (s/veh) 22.5 32.6 31.3 40.1 Approach LOS CCCD Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 66.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay (s/veh): 33.1 Intersection LOS: C Intersection Capacity Utilization 91.9% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 16: Cottonwood & Babcock St HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 1 Intersection Intersection Delay, s/veh 48.4 Intersection LOS E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 478 66 31 347 32 92 32 118 121 41 100 Future Vol, veh/h 89 478 66 31 347 32 92 32 118 121 41 100 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 89 478 66 31 347 32 92 32 118 121 41 100 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 85.5 32.4 14.8 15.1 HCM LOS F D B C Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 21% 0% 88% 0% 92% 0% 29% Vol Right, % 0% 79% 0% 12% 0% 8% 0% 71% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 92 150 89 544 31 379 121 141 LT Vol 92 0 89 0 31 0 121 0 Through Vol 0 32 0 478 0 347 0 41 RT Vol 0 118 0 66 0 32 0 100 Lane Flow Rate 92 150 89 544 31 379 121 141 Geometry Grp 55555555 Degree of Util (X) 0.227 0.327 0.195 1.102 0.07 0.791 0.297 0.307 Departure Headway (Hd) 9.289 8.194 7.894 7.294 8.37 7.792 9.219 8.182 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 389 441 455 500 431 466 392 443 Service Time 6.989 5.894 5.637 5.036 6.07 5.492 6.919 5.882 HCM Lane V/C Ratio 0.237 0.34 0.196 1.088 0.072 0.813 0.309 0.318 HCM Control Delay, s/veh 14.7 14.8 12.5 97.5 11.7 34.1 15.8 14.5 HCM Lane LOS B B B F B D C B HCM 95th-tile Q 0.9 1.4 0.7 17.7 0.2 7.1 1.2 1.3 HCM 7th AWSC 10: Laurel P. & Durston Road/Durson Road 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 1 Intersection Intersection Delay, s/veh 32.4 Intersection LOS D Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 331 116 95 320 137 90 68 56 58 78 84 Future Vol, veh/h 105 331 116 95 320 137 90 68 56 58 78 84 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles, % 222222222222 Mvmt Flow 105 331 116 95 320 137 90 68 56 58 78 84 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay, s/veh 38.2 40.6 14.2 14.9 HCM LOSEEBB Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 55% 0% 74% 0% 70% 0% 48% Vol Right, % 0% 45% 0% 26% 0% 30% 0% 52% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 90 124 105 447 95 457 58 162 LT Vol 90 0 105 0 95 0 58 0 Through Vol 0 68 0 331 0 320 0 78 RT Vol 0 56 0 116 0 137 0 84 Lane Flow Rate 90 124 105 447 95 457 58 162 Geometry Grp 55555555 Degree of Util (X) 0.225 0.281 0.229 0.888 0.207 0.903 0.145 0.364 Departure Headway (Hd) 9.007 8.16 7.848 7.148 7.845 7.116 8.986 8.091 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 397 438 456 505 456 507 397 442 Service Time 6.8 5.952 5.625 4.925 5.623 4.894 6.775 5.879 HCM Lane V/C Ratio 0.227 0.283 0.23 0.885 0.208 0.901 0.146 0.367 HCM Control Delay, s/veh 14.4 14.1 13 44.1 12.7 46.4 13.3 15.5 HCM Lane LOS BBBEBEBC HCM 95th-tile Q 0.9 1.1 0.9 9.9 0.8 10.3 0.5 1.6 HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 1 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2094302969492337397230 2 Future Vol, veh/h 2094302969492337397230 2 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 20 94 30 29 69 49 23 37 39 72 30 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 118 0 0 124 0 0 291 325 109 304 316 94 Stage 1 ------149149-152152- Stage 2 ------142176-153164- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1470 - - 1463 - - 661 593 945 648 600 963 Stage 1 ------854774-851772- Stage 2 ------861753-850762- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1470 - - 1463 - - 606 573 945 563 580 963 Mov Cap-2 Maneuver ------606573-563580- Stage 1 ------842763-834757- Stage 2 ------809739-765752- Approach EB WB NB SB HCM Ctrl Dly, s/v 1.04 1.48 10.83 11.91 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 606 706 1470 - - 1463 - - 563 581 HCM Lane V/C Ratio 0.025 0.118 0.014 - - 0.02 - - 0.085 0.096 HCM Ctrl Dly (s/v) 11.1 10.8 7.5 0 - 7.5 0 - 12 11.9 HCM Lane LOS BBAA -AA -BB HCM 95th %tile Q(veh) 0.1 0.4 0 - - 0.1 - - 0.3 0.3 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 2 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 0 11 5 5 57 5 90 5 26 109 13 Future Vol, veh/h 38 0 11 5 5 57 5 90 5 26 109 13 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 38 0 11 5 5 57 5 90 5 26 109 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 270 273 116 264 277 93 122 0 0 95 0 0 Stage 1 168 168 - 103 103 ------- Stage 2 103 105 - 161 174 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 683 634 937 689 631 965 1465 - - 1499 - - Stage 1 834 760 - 903 810 ------- Stage 2 903 808 - 841 755 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 624 621 937 667 618 965 1465 - - 1499 - - Mov Cap-2 Maneuver 624 621 - 667 618 ------- Stage 1 820 747 - 900 808 ------- Stage 2 842 806 - 817 742 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 10.75 9.34 0.37 1.31 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1465 - - 675 897 1499 - - HCM Lane V/C Ratio 0.003 - - 0.073 0.075 0.017 - - HCM Ctrl Dly (s/v) 7.5 - - 10.8 9.3 7.4 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0.1 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 222 0 0 42 74 711 99 133 1031 17 Future Vol, veh/h 0 0 222 0 0 42 74 711 99 133 1031 17 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 222 0 0 42 74 711 99 133 1031 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 524 - - 405 1048 0 0 810 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 498 0 0 595 660 - - 812 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 498 - - 595 660 - - 812 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 17.92 11.51 0.93 1.16 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 660 - - 498 595 812 - - HCM Lane V/C Ratio 0.112 - - 0.446 0.071 0.164 - - HCM Ctrl Dly (s/v) 11.1 - - 17.9 11.5 10.3 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 0.4 - - 2.3 0.2 0.6 - - HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 7 Projected 2045 With Dev. AM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report 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 1 300 0 5 110 41 5 6 42 120 19 0 Future Vol, veh/h 1 300 0 5 110 41 5 6 42 120 19 0 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 1 300 0 5 110 41 5 6 42 120 19 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 151 0 0 300 0 0 432 463 300 446 443 131 Stage 1 ------302302-141141- Stage 2 ------130161-305302- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1430 - - 1261 - - 534 496 740 523 509 919 Stage 1 ------707664-862780- Stage 2 ------874765-705664- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1430 - - 1261 - - 512 494 740 485 507 919 Mov Cap-2 Maneuver ------512494-485507- Stage 1 ------707664-859777- Stage 2 ------849762-658664- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.02 0.25 10.8 15.29 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 673 1430 - - 1261 - - 488 HCM Lane V/C Ratio 0.079 0.001 - - 0.004 - - 0.285 HCM Ctrl Dly (s/v) 10.8 7.5 - - 7.9 - - 15.3 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.3 0 - - 0 - - 1.2 HCM 7th TWSC 7: Laurel P. & Babcock St 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 1 Intersection Int Delay, s/veh 8.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 87 33 117 107 141 42 69 52 114 66 12 Future Vol, veh/h 10 87 33 117 107 141 42 69 52 114 66 12 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 10 87 33 117 107 141 42 69 52 114 66 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 248 0 0 120 0 0 498 606 104 553 552 178 Stage 1 ------124124-412412- Stage 2 ------374482-142140- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1318 - - 1468 - - 483 412 951 444 442 866 Stage 1 ------881794-617595- Stage 2 ------647553-861781- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1318 - - 1468 - - 369 376 951 318 404 866 Mov Cap-2 Maneuver ------369376-318404- Stage 1 ------874788-568547- Stage 2 ------516509-737775- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.6 2.46 15.22 18.77 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 369 489 1318 - - 1468 - - 318 391 HCM Lane V/C Ratio 0.076 0.276 0.008 - - 0.08 - - 0.239 0.297 HCM Ctrl Dly (s/v) 15.6 15.1 7.8 0 - 7.7 0 - 19.8 18.1 HCM Lane LOS C C A A - A A - C C HCM 95th %tile Q(veh) 0.2 1.1 0 - - 0.3 - - 0.9 1.2 HCM 7th TWSC 12: Laurel P/Laurel P. & Vaughn Dr 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 2 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 0 5 5 0 36 26 168 5 58 187 30 Future Vol, veh/h 20 0 5 5 0 36 26 168 5 58 187 30 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 20 0 5 5 0 36 26 168 5 58 187 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 538 543 202 526 556 171 217 0 0 173 0 0 Stage 1 318 318 - 223 223 ------- Stage 2 220 225 - 303 333 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 454 447 839 463 440 873 1353 - - 1404 - - Stage 1 693 654 - 780 719 ------- Stage 2 782 718 - 706 644 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 409 420 839 433 413 873 1353 - - 1404 - - Mov Cap-2 Maneuver 409 420 - 433 413 ------- Stage 1 665 627 - 765 706 ------- Stage 2 736 704 - 673 617 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 13.35 9.89 1.01 1.62 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1353 - - 456 777 1404 - - HCM Lane V/C Ratio 0.019 - - 0.055 0.053 0.041 - - HCM Ctrl Dly (s/v) 7.7 - - 13.4 9.9 7.7 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0.1 - - HCM 7th TWSC 17: Cottonwood & Fallon St 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 3 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 223 0 0 261 211 1044 142 189 633 74 Future Vol, veh/h 0 0 223 0 0 261 211 1044 142 189 633 74 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 223 0 0 261 211 1044 142 189 633 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 354 - - 593 707 0 0 1186 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 643 0 0 449 887 - - 585 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 643 - - 449 887 - - 585 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 13.55 23.58 1.56 2.97 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 887 - - 643 449 585 - - HCM Lane V/C Ratio 0.238 - - 0.347 0.582 0.323 - - HCM Ctrl Dly (s/v) 10.3 - - 13.5 23.6 14.1 - - HCM Lane LOS B - - B C B - - HCM 95th %tile Q(veh) 0.9 - - 1.5 3.6 1.4 - - HCM 7th TWSC 20: Pond Lilly Dr/Pong Lilly Dr & Babcock St 11/05/2025 8 Projected 2045 With Dev. PM Laurel Meadows 11:17 am 10/23/2025 BaselineSynchro 12 Report Page 4 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 180 5 16 354 137 5 21 5 81 12 0 Future Vol, veh/h 1 180 5 16 354 137 5 21 5 81 12 0 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 1 180 5 16 354 137 5 21 5 81 12 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 491 0 0 185 0 0 577 708 183 647 642 423 Stage 1 ------185185-455455- Stage 2 ------392523-193187- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1072 - - 1390 - - 428 360 860 384 393 631 Stage 1 ------817747-585569- Stage 2 ------633530-809745- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1072 - - 1390 - - 410 355 860 355 388 631 Mov Cap-2 Maneuver ------410355-355388- Stage 1 ------816746-578562- Stage 2 ------612524-781745- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.04 0.24 14.7 18.5 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 402 1072 - - 1390 - - 359 HCM Lane V/C Ratio 0.077 0.001 - - 0.012 - - 0.259 HCM Ctrl Dly (s/v) 14.7 8.4 - - 7.6 - - 18.5 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 1