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030 Streets, Roads, and Alleys
Gallatin Center Subdivision Preliminary Plat Application 30 - Streets, Roads, and Alleys Please see the responses below to the items requested in Section 38.220.060 – Additional Subdivision Preliminary Plat Supplements in the Bozeman Municipal Code. a. Description. Describe any proposed new public or private streets, roads, or alleys, or any substantial improvements of existing public or private streets, roads, or alleys. The developer must demonstrate that the land to be subdivided has access onto a legal street and the future streets will be consistent with the city’s adopted design standards, article 34.4, the long-range transportation plan, and other relevant standards. The property is currently surrounded by existing roadways on all sides. The City of Bozeman is planning improvements to North 27th Avenue along the west side of the property, which the City has indicated is planned for construction in the Spring of 2026. All proposed roadway extensions within the subdivision are designed in accordance with the North 27th Avenue improvement plans. With this subdivision, Rawhide Ridge Road will be extended west from Max Avenue to future North 27th Avenue. With subsequent subdivisions of the remainder lot (Lot B), several other roadway extensions are anticipated. These roadway extensions are preliminary at this time, since they will be approved and constructed with future subdivision applications. These preliminary roadway extensions are shown on the roadway exhibit and included in the Traffic Impact Study (TIS) report, however, they will be subject to review with future subdivisions and are not proposed at this time. b. Bicycle and pedestrian pathways, lanes, and routes. Describe any bicycle and pedestrian pathways, lanes, or routes to be developed with the development. A public trail easement extends through Lot A, from Max Avenue to future North 27th Avenue. The trail will be constructed within this easement with the future site development of Lot A. c. Access to arterial. Discuss whether any of the individual lots or tracts have access directly to arterial streets or roads, and if so, the reason access was not provided by means of a street within the subdivision and how the access complies with section 38.400.090. The City of Bozeman is planning improvements to North 27th Avenue along the west side of the property to be constructed in 2026, which will result in a fully built-out collector along the west side of the property. North 19th Avenue is an existing arterial street that will border the remainder lot (Lot B). Baxter Lane is an existing minor arterial street that borders the southern portion of the subdivision. Max Avenue is a local street bordering the east side of proposed Lot A, and Cattail Street is a collector street that fronts the north side of proposed Lot A. The proposed Rawhide Ridge Road extension is classified as a local street. Once this extension and the North 27th Avenue improvements are constructed, proposed Lot A will Gallatin Center Subdivision Preliminary Plat Application have roadways fronting all sides. d. Modification of existing streets, roads, or alleys. Explain any proposed closure or modification of existing streets, roads, or alleys. Rawhide Ridge Road will be extended west in its current alignment. This may cause a brief temporary closure to its intersection at Max Avenue, and the intersection at North 27th Avenue (if constructed). A portion of Cattail Street adjacent to the subdivision will be improved to have curb and gutter and a sidewalk. These improvements will only be on the south side of the street, from the end of the planned City capital improvements project to the portion of the road near the roundabout which already has curb and gutter and sidewalks. These improvements will require temporary closure to at least the east-bound lane of Cattail Street for the curb installation. e. Dust. Describe provisions considered for dust control on alleys. No alleys are proposed within the subdivision. All proposed roadways will be paved. f. Pollution and erosion. Explain how street, road, and alley maintenance will be provided to meet the department of environmental quality guidelines for prevention of water pollution and erosion and who is proposed to provide the required maintenance. All roadway extensions will be dedicated to and maintained by the City. g. Traffic generation. Discuss how much daily traffic will be generated on existing local and neighborhood streets, roads, and alleys, when the subdivision is fully developed, and provide the following information. (1) The report format must be as follows: (a) Trip generation, using the Institute of Transportation Engineers Trip Generation Manual; (b) Trip Distribution; (c) Traffic Assignment; (d) Capacity Analysis; (e) Evaluation; and (f) Recommended access plan, including access points, modifications, and any mitigation techniques if level of service does not meet level of service standard. (2) The report must include the following information: (a) Land use and trip generation in the form of a table of each type of land use, the number of units or square footage, as appropriate, the trip rates used (daily and peak) and resulting trip generation. (b) Traffic graphics, which show: (i) A.M. peak hour site traffic; Gallatin Center Subdivision Preliminary Plat Application (ii) P.M. peak hour site traffic; (iii) A.M. peak hour total traffic; (iv) P.M. peak hour total traffic; and (v) Total daily traffic (with site generated traffic shown separately) (c) A.M. and P.M. capacity analysis with an A.M. and P.M. peak-hour capacity analysis provided for: (i) All major drive accesses that intersect collector or arterial streets or roads; and (ii) All arterial-arterial, collector-collector, and arterial-collector intersections within one-half mile of the site, or as required by the city engineer during the pre- application review, concept plan review, or informal project review. Please see the Traffic Impact Study (TIS) included in this section of the submittal. The Montana Department of Transportation (MDT) has been contacted to perform a System Impact Action Process (SIAP). In their review, the MDT provided no comments regarding the proposed improvements for this subdivision. A scoping meeting will be scheduled with future subdivisions once additional roadway extensions are proposed. The correspondence with the MDT is included in this section. h. Capacity. Indicate the levels of service (before and after development) of existing and proposed streets and roads, including appropriate intersections, to safely handle and increased traffic. Describe any anticipated increased maintenance that will be necessary due to increased traffic and who will pay for the cost of maintenance. Please refer to the TIS for a detailed report of the estimated capacity and level of service (LOS) of surrounding streets before and after the development. i. Traffic calming. Detailed drawings of any proposed traffic calming installations, including locations and turning radius templates. No traffic calming infrastructure is proposed to be installed with any of the proposed roads through the site. Roads will be built to all applicable standards and specifications, including design standards structured to calm and create safe traffic patterns. j. The information needed to demonstrate proposed compliance with division 38.270. Special care is needed when concurrent construction is proposed. All new roads will be built to applicable standards and specifications and will be dedicated to the City of Bozeman. Concurrent construction is not proposed with this application. 30 – Streets, Roads, and Alleys MDT Correspondence 1 Joselyn Hartwig From:Cotton, Brittany <bcotton@mt.gov> Sent:Sunday, July 27, 2025 11:49 AM To:Joselyn Hartwig Subject:MDT COMMENTS- TIS for GallatinCenterSubdivision_ThomasDr_Bozeman_D2 Follow Up Flag:Follow up Flag Status:Flagged WARNING: This email originated from an external sender. Please use caution when clicking links or opening attachments. Joselyn, MDT has completed our review of the submitted TIS for the purposed Gallatin Center Subdivision oƯ Thomas Drive in Bozeman, MT. The current proposal is to complete phase 1 which includes the extension of Rawhide Ridge Road, and the rest of the roadway extensions proposed to be constructed as required with future developments. MDT has the following TIS comments: MDT has no comments regarding the Lot A development. For the Lot B development, MDT will need to see an ICE for Baxter and Thomas/N 27th as well as potential intersection improvements at Baxer & N 19th. A scoping meeting can be scheduled with MDT’s Maintenance and traƯic staƯ on Monday, August 4th, 1-2pm. Please let me know if that time will work for you. 1 Joselyn Hartwig From:Joselyn Hartwig Sent:Wednesday, June 4, 2025 3:34 PM To:Cotton, Brittany Cc:Erik Ringsak Subject:RE: MDT REVIEW for GallatinCenterSubdivision_ThomasDr_Bozeman_D2 Attachments:GallatinCenterTISFINALJune2025.pdf Brittany, I apologize for the delay. The TIS was just finalized. I have attached the TIS for your review to begin the SIAP process. Let me know if you have any questions. Thanks, JOSELYN HARTWIG | Associate Engineer 895 Technology Blvd, Ste 203 | Bozeman, MT 59718 O: 406.586.0262 | D: 406.898.3448 www.wwcengineering.com From: Joselyn Hartwig Sent: Thursday, May 1, 2025 10:39 AM To: Cotton, Brittany <bcotton@mt.gov> Subject: RE: MDT REVIEW for GallatinCenterSubdivision_ThomasDr_Bozeman_D2 Hi Brittany, Thanks for speaking with me yesterday. I just wanted to let you know that we are expecting the TIS to be completed next week. As soon as this is completed, I will send it to you for review so we can schedule a scoping meeting. Thank you, JOSELYN HARTWIG | Associate Engineer 895 Technology Blvd, Ste 203 | Bozeman, MT 59718 O: 406.586.0262 | D: 406.898.3448 www.wwcengineering.com From: Cotton, Brittany <bcotton@mt.gov> Sent: Wednesday, April 30, 2025 12:30 PM To: Joselyn Hartwig <jhartwig@wwcengineering.com> Subject: MDT REVIEW for GallatinCenterSubdivision_ThomasDr_Bozeman_D2 WARNING: This email originated from an external sender. Please use caution when clicking links or opening attachments. Joselyn, Thank you for informing the Montana Department of Transportation (MDT) of the purposed Gallatin Center Subdivision planned improvements oƯ Thomas Drive in Bozeman, MT. Currently purposing to complete phase 1 2 which includes the extension of Rawhide Ridge Road, and the rest of the roadway extensions proposed to be constructed as required with future developments. This development has been transferred to the Systems Impact Action Process (SIAP). Please provide the current TraƯic Impact Study performed by Sanbell Engineering/Sanderson Stewart for initial review. Once received, I will see to scheduling a scoping meeting with our staƯ to discuss the purposed development, and MDT concerns, and any questions you may have regarding the SIAP review process. Brittany Cotton SIAP Transportation Planner | Rail, Transit & Planning Division Montana Department of Transportation 2701 Prospect Ave. PO Box 201002 Helena, MT 59620-1001 406-444-6126 | bcotton@mt.gov How are we doing? Follow Us: mdt.mt.gov 30 – Streets, Roads, and Alleys Roadway Exhibit WWWWWWWWWWNGNGNGNGNGNGNGFOSTSTUGPUGPUGPUGPUGPUGPFOFOFOXX X X XUGPXXXXNG NG NG NG NG NG NG NGFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWSSWWUGTVUGTVUGTVUGTVW W W W W WSSSSSSSS SSUGPUGPUGPNGNGNGPROPOSED 60' PUBLIC R.O.W. CATTAIL STREET (EXISTING) KIMBERWICKE STREET (EXISTING) RAWHIDE RIDGE ROAD (EXISTING)MAX AVENUE (EXISTING)NORTH 19TH AVENUE (EXISTING)BAXTER LANE (EXISTING) SARTAIN STREET (FUTURE PHASES)MAX AVENUE (FUTURE PHASES)NORTH 25TH AVENUE (FUTURE PHASES)RAWHIDE RIDGE ROAD (PHASE 1) EDGE OF DELINEATED WETLAND (TYP.)NORTH 27TH AVENUE (C.O.B. 2025 CAPITOL IMPROVEMENT)LOT A 16.49± ACRES 718,288± SF (PHASE 1) USPS LOT PROPOSED 25' PUBLIC TRAIL EASEMENT (TRAIL TO BE CONSTRUCTED WITH FUTURE SITE PLAN APPLICATION) STORMWATER RETENTION/INFILTRATION POND (PHASE 1) LOT B (REMAINDER LOT/ FUTURE PHASES) 46.15± ACRES 2,010,168± SF K:\Bozeman\Gallatin Center LP\2024381 Gallatin Center\05CAD\Sheets\Preliminary Plat\24381-ROAD-PHASING-EXHB.dwg ROADWAY EXHIBIT 12/10/2025 4:00:21 PM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHJRHEWRDEC. 2025SHEET---NO.DATEREVISIONPREPARED BY BY ROADWAY EXHIBIT GALLATIN CENTER LIMITED PARTNERSHIP BOZEMAN, MT GALLATIN CENTER SUBDIVISION ENGI NEERING PROJECT NO. 2024381 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 www.wwcengineering.com 0 SCALE: 1" = 200' 200'100' 30 – Streets, Roads, and Alleys Traffic Impact Study (TIS) Gallatin Center Subdivision Traffic Impact Study UPDATE Bozeman, Montana Prepared For: WWC Engineering 895 Technology Blvd, Ste 203 Bozeman, MT 59718 January, 2026 130 South Howie Street Helena, Montana 59601 406-459-1443 Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana i Gallatin Center Subdivision Traffic Impact Study UPDATE Table of Contents A. Executive Summary ......................................................................................1 B. Project Description ........................................................................................1 C. Existing Conditions ........................................................................................2 Adjacent Roadways ..............................................................................2 Traffic Data ............................................................................................5 Historic Traffic Data ...............................................................................5 Planned Road Improvements ................................................................5 Multi-Modal Facilities .............................................................................6 Level of Service .....................................................................................6 Area Crash Data ...................................................................................7 D. Proposed Development ..............................................................................9 E. Trip Generation and Assignment .............................................................. 11 F. Trip Distribution ........................................................................................ 12 G. Traffic Impacts Outside of the Development ............................................. 14 H. Impact Summary & Recommendations ................................................... .16 List of Figures Figure 1 – Proposed Development Site ...................................................................3 Figure 2 – Crash Lo9cation Map 2019-2023 ..........................................................8 Figure 3 – Proposed Lot A Preliminary Site Plan ....................................................10 Figure 4 – Peak-Hour Trip Distribution Lot A ...........................................................13 Figure 5 – Peak-Hour Trip Distribution Future Phases ............................................13 List of Tables Table 1 – Study Intersections ..................................................................................5 Table 2 – Historic Annual Average Daily Traffic Data..............................................6 Table 3 – 2025 Level of Service Summary ..............................................................7 Table 4 – Crash Severity Stats ................................................................................8 Table 5 – Crash Type by Severity ...........................................................................9 Table 6 – Trip Generation Rates .............................................................................11 Table 7 – Projected Future 2027 No-Build Level of Service ....................................14 Table 8 – Projected Future 2027 Level of Service with Development .....................15 Table 9 – Future 2030 Future Phases Level of Service with Development .............15 Table 10 – Future 2030 Phase 2 Level of Service with Improvements ...................16 Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 1 January 2026 Gallatin Center Subdivsion Traffic Impact Study UPDATE Bozeman, Montana A. EXECUTIVE SUMMARY The Gallatin Center Subdivision is a 68.33-acre property located west of North 19th Avenue, and north of Baxter Lane in Bozeman, Montana. The City of Bozeman plans to construct major improvements along North 27th Avenue in 2026 which will provide improved access to this area of Bozeman. Several roadway extensions will be proposed and construction of these roadway extensions will be phased. Only the extension of Rawhide Ridge Road is proposed with this subdivision. Future subdivisions of proposed Lot B will include other roadway extensions. However, the alignments of these future extensions are preliminary at this time. The property was recently rezoned to B-2M, which allows for a wide range of commercial and residential uses. Once the property is subdivided, subsequent applications will be submitted to pursue development of the lots. The future development of proposed Lot A is anticipated to include 312 apartment units. The initial phase of the Gallatin Center Subdivision improvements will have a minimal impact on the surrounding road network and will not require any additional roadway or intersection enhancements. The remainder of the lots, once created, do not have any associated development plans at this time but are anticipated to include commercial development. Once these future subdivisions occur, the applicant will install the future phases of roadway extensions as necessary to support the development. These later commercial phases of the development could produce approximately 9,000 new vehicle trips and may impact operations at the intersection of North 19th Avenue and Baxter Lane. At full build-out, once all roadway extensions are complete and all lots are developed, this subdivision development would produce up to 11,548 new daily vehicle trips to this area. The intersection of North 19th Avenue and Baxter Lane may require the development of additional right-turn lanes along Baxter Lane and 19th Avenue to improve the LOS to maintain the existing conditions. B. PROJECT DESCRIPTION This document studies the possible effects on the surrounding roadway system from a proposed residential and commercial subdivision located in Section 35, Township 01 North, Range 05 East; west of North 19th Avenue and south of Cattail Street in northwest Bozeman, Montana. The document provides information regarding the possible traffic impacts in the area and identifies mitigation efforts that may be required. The property is currently zoned B-2M. Lot A of the subdivision is anticipated to include 312 multi-family apartment units. The rest of the property will be developed in the future, with an anticipated variety of commercial and office land uses. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 2 January 2026 C. EXISTING CONDITIONS The proposed development property consists of a 68.33-acre parcel of undeveloped agricultural land located west of North 19th Avenue and north of Baxter Lane. The property is surrounded by a mix of residential properties and various commercial enterprises. The property is currently zoned B-2M. Lot A of the property includes a 16.49-acre parcel of land located on the northwestern portion of the subdivision. See Figure 1 for a location map of the proposed subdivision which shows the various intersections that were reviewed for this study and traffic counts which were performed by the Montana Department of Transportation (MDT) in 2024. Adjacent Roadways Kimberwicke Street is an east/west local connector street between North 19th Avenue and Max Avenue that is under STOP sign control on either end. Access to North 19th Avenue is managed with right-in/right-out ingress and egress. Kimberwicke Street is comprised of a 30- foot paved cross section with a 2-foot curb and gutter section and boulevard sidewalks along both sides of the roadway. There is a midblock marked pedestrian crosswalk located in the central portion of the corridor. Much of the adjacent roadside is undeveloped except for a fueling station (southside) and a casino (northside) located on the eastern end of the corridor. The posted speed limit is 25 MPH and on-street parking is allowed on the south side of the street. Max Avenue is a north/south local street that extends south from Catron Street and continues through a roundabout where it intersects with Cattail Street before terminating at the intersection of Rawhide Ridge Road. Max Avenue is comprised of a 30-foot paved cross section with a 2-foot curb & gutter section on both sides of the roadway. There is a boulevard and sidewalk along the east side of this segment. The adjacent roadside south of Cattail Street is undeveloped. The posted speed limit is 25 MPH and on-street parking is allowed on the east side of the roadway. Rawhide Ridge Road is an east/west local connector street between North 19th Avenue and Max Avenue that is under STOP sign control on both ends. Access to North 19th Avenue is managed with right-out egress only and full access ingress. Rawhide Ridge Road is comprised of a 30-foot paved cross section with a 2-foot curb and gutter section and boulevard sidewalks along both sides of the roadway and boulevard sidewalk along the north side of the roadway. Midblock marked pedestrian crosswalks are located on either end of the commercial development on the eastern end of the corridor. Much of the adjacent roadside is undeveloped except for the fueling station located in the northwest quadrant of the intersection with North 19th Avenue. The posted speed limit is 25 MPH and on-street parking is allowed on the south side of the street. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 3 January 2026 Figure 1- Proposed Development Site Cattail Street is an east/west collector street that begins at a signalized intersection with North 19th Avenue and continues west through a roundabout with Max Avenue before connecting with North 27th Avenue. Cattail Street is comprised of a 30-foot paved cross section with a 10-foot travel lane and a 2-foot curb and gutter section in each direction separated by a 10-foot flush median. The median converts to a dedicated left-turn lane at the signalized intersection with North 19th Avenue and a two-way left-turn lane (TWLT) at other intersections within the corridor. There is a boulevard sidewalk along both sides of the roadway between North 19th Avenue and Max Avenue and along the northern side of the roadway west of the roundabout. The adjacent roadside culture is mixed with adjacent and outlying commercial development to the north and mostly undeveloped parcels to the south. The posted speed limit is 25 MPH. Data collected by Abelin Traffic Services (ATS) in 2025 indicated this roadway currently carries 4,800 vehicles per day (VPD). = Intersection Study Gallatin Center Subdivision Future Lots = ATS 2025 Volume Proposed Lot A Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 4 January 2026 North 19th Avenue is a north/south limited access principal arterial that serves the greater central area of Bozeman and provides signalized access to US Hwy 191 to the south and Interstate 90 to the north. The road is comprised of a 76-foot paved 5-lane cross-section with traffic signal control at the intersections with Baxter Lane and Cattail Street. There is a continuous pedestrian path along the eastern side of the roadway and path along the west side between the intersections with Rawhide Ridge Road and Cattail Street. The immediate roadside is generally undeveloped with a mix of commercial developments to the east. The posted speed limit is 40 MPH. In 2024 MDT records indicated that the roadway carried 37,160 VPD just south of the intersection with Rawhide Ridge Road. North 27th Avenue is a north/south collector route that extends north from a signalized intersection with Oak Street and ends at a STOP sign controlled intersection at Baxter Lane. North of Baxter Lane the route continues north and turns into Thomas Drive. North 27th Avenue is comprised of a 12-foot travel lane with 8-foot shoulders and 2-foot curb and gutters in each direction separated by a 14-foot raised median. North of Baxter Lane, the Thomas Drive segment begins with a 20-foot paved cross section with a 2-foot curb and gutter section on both sides of the roadway. At the intersection with Sartain Street the roadway surface transitions to gravel before terminating at a private drive approach about 300-feet south of Cattail Street. At the intersection with Cattail Street, North 27th Avenue resumes in a residential area and continues north to a STOP sign controlled T-intersection with East Valley Center Road. This street is comprised of the 38-foot paved cross section with a 2-foot curb and gutter and boulevard sidewalks on both sides of the roadway. The additional surface width is used to provide for a bicycle lane and on-street parking. The adjacent side culture is mixed with multi-family residential properties, pockets of various commercial developments and vacant parcels. Baxter Lane is an east/west minor arterial route that serves the northwest area of Bozeman between North 7th Avenue and Hwy 85. The route is comprised of a 12-foot travel lane with a 4-foot shoulder-bike lane and a 2-foot curb and gutter section in each direction separated by a 14-foot TWLT lane median. The intersection with North 19th Avenue is under traffic signal control. The route has boulevard sidewalks along both sides of the roadway between North 19th Avenue and North 27th Avenue and a posted speed limit of 30 MPH. The adjacent side culture in the immediate area is multi-family residential to the south with a post office and undeveloped agricultural land to the north. In 2024, MDT records indicated the roadway carried 7,692 VPD west of North 19th Avenue and 7,065 VPD east of North 19th Avenue. Catron Street is an east/west local connector street between East Valley Center Road and Davis Lane. Both ends of the street are under STOP sign control and there is a dedicated left-turn lane at the intersection with East Valley Center Road. The route is comprised of a 36-foot paved cross section with a 2-foot curb & gutter section and boulevard sidewalks on both sides of the roadway. Modern roundabouts manage traffic operation at the intersections with Max Avenue and Blackbird Drive. Catron Street is under All-Way STOP control at the intersection with North 27th Avenue. Beginning at the intersection with East Valley Center Road, the Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 5 January 2026 adjacent side culture is a mixed commercial space which transitions to multi-family residential and a few vacant properties west of North 27th Avenue. The posted speed limit is 25 MPH. Traffic Data In April and May of 2025, ATS collected traffic data at eight area intersections to evaluate current operational characteristics within the study area. The data included peak-hour turning movement counts at the intersections shown in Table 1. Daily traffic volume and vehicle speed data was also collected along Cattail Street. This count station data indicated that data collected in April of 2025 is approximately 94.1% of the Annual Average Daily Traffic (AADT) in this area. Based on comments from the City, the counts were not seasonally factored. The raw traffic data is included in Appendix A of this report. Table 1 – Study Intersections Intersection Traffic Control North 19th Avenue with Cattail Street Traffic Signal (April 2025) North 19th Avenue with Kimberwicke Street Right-Out Only STOP (April 2025) North 19th Avenue with Rawhide Ridge Right-Out Only STOP (April 2025) North 19th Avenue with Baxter Lane Traffic Signal (May 2025) North 27th Avenue with Catron Street All-Way STOP (April 2025) North 27th Avenue with Cattail Street STOP (One Approach) (April 2025) North 27th Avenue with Baxter Lane Two-Way STOP (May 2025) Max Avenue with Cattail Street Roundabout (April 2025) Historic Traffic Data Abelin Traffic Services collected historic traffic data from the MDT for the surrounding road system to help develop short-term background growth rates for the area. The MDT data suggests North 19th Avenue and Baxter Lane have experienced 1.8% annual growth over the past 10 years. The traffic data history is included in Table 2. Planned Road Improvements To address continued growth in this area, the City of Bozeman plans to develop a variety of road improvements along North 27th Avenue in 2026. These improvements include reconstructing the section of North 27th Avenue between Baxter Lane and Cattail Street into a two-lane connector roadway and adding turn lanes at major intersections. The project will include the installation of a traffic signal at Baxter Lane and North 27th Avenue intersection, and the construction of a roundabout at the intersection of Cattail Street and North 27th Avenue. The project also proposes the addition of street lighting and the development of shared use paths along both the east and west sides of the street from Baxter Lane to Cattail Street. The estimated cost for the project is $12,340,000. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 6 January 2026 Table 2 – Historic Annual Average Daily Traffic Data (Source: MDT 2024) Location 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 N 19th Ave – N of Valley Cntr. #16-3A-044 20,460 22,692 22,329* 23,334 23,217* 21,429 23,422* 23,499 23,992* 23,848* N 19th Ave – N of Baxter Road #16-3A-025 27,510 29,518* 26,910* 28,244 28,103* 29,522 31,456 31,519* 37,384 37,160* N 19th Ave – S of Baxter Road #16-3B-030 24,810 26,879* 25,739 29,560 29,412* 21,674 23,690* 24,675 25,193* 25,042* Baxter Ln. - W. of N 19th Ave #16-3B-096 9,430 7,686* 7,625* 7,701 7,747* 7,205* 7,781* 7,835* 7,661* 7,692* Baxter Ln. - E. of N 19th Ave #16-3B-031 7,930* 6,492 6,939 6,792 6,833* 5,644 6,096* 6,139* 6,176* 7,065 * Denotes AADT data grown by MDT (not actual field data). Multi-Modal Facilities This area of Bozeman currently has extensive pedestrian or bicycle facilities including boulevard sidewalks along all recently constructed roadways and designated bike routes on Baxter Lane, North 27th Avenue, and Cattail Street. The Bozeman Streamline Bus provides service to this area with routes along Baxter Lane and North 27th Avenue. 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 3 shows the existing 2025 LOS for the morning (AM), noon, and evening (PM) peak hours without additional traffic from the proposed development. The LOS calculations are included in Appendix C. The table shows most of the intersections in this area are currently operating within acceptable limits at LOS C or better during the AM, Noon, and PM peak hours. The intersection of Baxter Lane and North 27th Avenue is currently experiencing LOS issues that will require changes to the traffic controls to maintain operations. The City of Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 7 January 2026 Bozeman improvements planned for this intersection in 2025 (traffic signal) will correct these issues and allow the intersection to operate at LOS A and B during the peak traffic periods. Table 3 – 2025 Level of Service Summary AM Peak Hour NOON Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS N 19th Ave & Cattail St 8.4 A 14.8 B 13.1 B N 19th Ave & Kimberwicke 14.4 B 14.0 B 13.4 B N 19th Ave & Rawhide Rg* 14.9/11.3 C/B 16.6/13.8 C/B 15.4/14.7 C/B N 19th Ave & Baxter Ln 32.3 C 32.9 C 34.4 C N 27th Ave & Cattail St 9.6 A 10.4 B 11.7 B N 27th Ave & Catron St* 7.8 A 9.2 A 10.2 B N 27th Ave & Baxter Ln* 22.5/17.8 C/C 18.9/16.6 C/C 37.3/24.0 E/D Max Ave – Cattail St Rbt 3.9 A 5.9 A 6.1 A *Eastbound/Westbound or Northbound/Southbound side-street LOS and delay. Area Crash Data ATS reviewed crash data supplied by MDT to report the conflict experience within the study area over the 5-year period (Jan. 2020 to Dec. 2024). This database provides insight to identify crash trends which may point to potential geometric, traffic control, and roadway characteristic deficiencies. Crash statistics 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 0.5 to 1.5 crashes per MVE. There were 126 crashes reported within the overall study area. Figure 2 reflects that 56 crashes (1.14 per MVMT) occurred along North 19th Avenue, 24 crashes on Baxter Lane and 21 crashes on Catron Lane. Twenty-two (0.34 per MVE) of the crashes reported on Baxter Lane occurred at the signalized intersection with North 19th Avenue and 12 crashes occurred at the intersection of Catron Lane with North 27th Avenue. Fifty-seven percent of the conflict on Catron Lane occurred at the All-Way STOP with North 27th Avenue. The data shows that most of the conflicts in the form of rearend and angle type crashes involves access to the principle arterial route (North 19th Avenue) from the subordinate cross streets. An exception is the right- angle crash trend at the local intersection of Catron Lane with North 27th Avenue. All 12 of the crashes at this All-Way Stop were right-angle in type. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 8 January 2026 Figure 2 – Crash Map and Collision Type Stats There were no fatal crashes reported within the study area. About two-thirds of the crashes involved property damage only (PDO). Table 4 compares the crash severity statistics for the overall study area to the individual route study segments. Seventy-six percent (31 of 41) of the non-PDO crashes were attributed to either (11) rearend or (20) angle type crashes. Table 5 reflects the injury severity frequency by crash type. Targeting the angle and rearend crash trends would provide the greatest benefit in reducing injuries within the study area. Table 4 – Crash Severity Stats Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 9 January 2026 D. PROPOSED DEVELOPMENT The proposed subdivision consists of 68.33 acres of land located east of North 27th Avenue between Cattail Street and Baxter Lane. The property was recently rezoned to B-2M. The first phase of subdivision improvements will include an extension of Rawhide Ridge Road with curb and gutter to North 27th Avenue. The planned development on proposed Lot A anticipates nine buildings housing 312 apartment units with internal parking. Access to Lot A would be provided via Max Avenue to the east and Cattail Street to the north and the new extension of Rawhide Ride to the south. The Gallatin Center Lot A site plan is shown in Figure 3. The development is expected to be completed within the next two years. The remaining parcels are expected to be constructed as a variety of commercial and office land uses based on lot size, location, and zoning. Access to these lots would be provided through the proposed future phases of roadway extensions, which will require new approaches to the west to North 27th Avenue, south to Baxter Lane, and east to North 19th Avenue. The approach onto north 19th Avenue is planned as a right-in/out only approach similar to Kimberwicke Street and Rawhide Ridge to the north. The preliminary proposed roadway layout is shown in Figure 4. No specific land uses have been identified for this property and no phasing order has been developed at this time. Each specific road segment would be constructed adjacent to each lot with future subdivisions, or as the property is developed. Table 5 – Crash Type by Severity Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 10 January 2026 Figure 3– Proposed Lot A Preliminary Site Plan Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 11 January 2026 E. TRIP GENERATION AND ASSIGNMENT ATS performed a trip generation analysis to determine the anticipated future traffic volumes from the proposed developments using the trip generation rates contained in Trip Generation (Institute of Transportation Engineers (ITE), Eleventh Edition). These rates are of 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, noon, and evening peak hours. According to the ITE trip generation rates, the first residential phase of the project would produce 125 AM peak-hour trips, 159 PM peak-hour trips, and 2,103 daily trips. By full buildout the property would produce 543 AM peak-hour trips, 1,041 PM peak-hour trips, and 11,548 daily trips. See Table 6 for detailed trip generation information. Based on data from the ITE Trip Generation Manual for Land use #220, the noon trip generation for the multi-family units was estimated at 4.3% of the daily trip generation (4.3% * 2,103 = 90 trips). Since the land uses for the future phases are not currently known, the noon trip generation for the commercial lots was estimated using 8% of the total daily trip generation volume with a 50% in/out directional split corresponding to the existing hourly traffic volume patterns on the surrounding road network. Table 6 - Trip Generation Rates Land Use 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 LOT A Multi-Family ITE #220 312 Units 0.4 125 0.51 159 6.74 2,103 FUTURE PHASES Business Park ITE #770 191 KSF 1.35 258 1.22 233 12.44 2,376 Shopping Center ITE #820 191 KSF 0.84 160 3.4 649 37.01 7,069 TOTAL 543 1,041 11,548 Trip Types As proposed, the development will produce some new traffic. However, not all of this traffic will be additive to the current road volumes in this area. There are three basic trip types that describe the traffic generated by new developments. These trip types include the following: New Trips- This is the basic trip type created by all traffic generators. These trips are defined as those that occur only to utilize one traffic generator at a proposed development site. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 12 January 2026 Internal (Shared) Trips- These trips are created by associated facilities within or directly adjacent to the development. The trips are combined into one joint trip to the development and do not represent additional trips on the surrounding road network. The commercial land uses #770 and #820 contain internal capture within the trip generation estimates. While the multi-family land use #220 may create some internal trips, they would not be sufficient to impact the results of this analysis. Pass-By Trips are those characterized by a vehicle which enters the development on their way to another destination. Upon leaving, the driver continues along the roadway to their final destination. Pass-By trips are not generally considered new trips on the surrounding road network because they would exist whether or not the development has been constructed. A common example of this type of trip is a driver which stops at a grocery store on their way home from work. Pass-by trips can be discounted from the through traffic on the adjacent roadways but must be included making the appropriate turning maneuvers at intersections. It is difficult to produce precise pass-by estimates for this project since no precise land uses have not been established at this time. However, it is likely that a large project such as this would have several land uses for instance retail areas, offices, restaurants, and similar uses which can produce pass-by trips at rates of 20-30%. To create a more conservative result, no pass-by trips were included with the future traffic projections. F. TRIP DISTRIBUTION The traffic distribution and assignment for the proposed site was based upon the existing Average Daily Traffic (ADT) volumes along the adjacent roadways and peak-hour volumes. Current traffic volumes suggest that most traffic in this area distributes onto North 19th Avenue with some traffic distributing to Cattail Street and North 27th Avenue. With the planned construction of North 27th Avenue to Baxter Lane in 2025, it is expected that a portion of the existing traffic in this area will distribute to the south and west using Baxter Lane and 27th Avenue. The traffic from the proposed project is expected to be distributed onto the surrounding road network as shown in Figures 5 & 6. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 13 January 2026 Figure 4 – Peak-Hour Trip Distribution Lot A Figure 5 – Peak-Hour Trip Distribution Future Phases N 19th Avenue Cattail Street Max Ave N 27th Ave N 27th Ave (Reconstruction Planned in 2025) Kimberwicke Street Rawhide Ridge Baxter Lane Gallatin Center Lot A 10% 10% 15% 10% 40% 5% 10% 35% 10% 15% 20% 5% 5% N 19th Avenue Cattail Street Max Ave N 27th Ave N 27th Ave Kimberwicke Street Rawhide Ridge Baxter Lane Lot A 10% 15% 15% 15% 35% 5% 5% Remaining Lots Sartain Street N 25th 20% 10% 5% 15% 5% 10% 5% 10% 10% 5% Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 14 January 2026 G. TRAFFIC IMPACTS OUTSIDE OF THE DEVELOPMENT Using the trip generation and trip distribution numbers, ATS determined the future LOS for the area intersections. The anticipated no-build LOS is shown in Table 7 and the intersection LOS with Phase 1 of the subdivision improvements is shown in Table 8. The LOS calculations are included in Appendix C of this report. The no-build and future analysis includes the road improvements planned by the City of Bozeman along North 27th Avenue anticipated to be constructed in 2025 (road reconstruction and intersection controls). The tables indicate that the intersection of Baxter Lane and North 19th Avenue will fall to LOS D by 2027 under the no-build scenario due to the continued traffic volume growth in this area. The LOS at the other intersections in this area will remain relatively unchanged. Table 7 – Projected Future 2027 No-Build Level of Service AM Peak Hour NOON Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS N 19th Ave & Cattail St 7.2 A 11.4 B 12.9 B N 19th Ave & Kimberwicke 14.8 B 14.4 B 13.7 B N 19th Ave & Rawhide Rg* 15.3/11.4 C/B 17.3/14.1 C/B 15.9/15.0 C/C N 19th Ave & Baxter Ln 32.9 C 34.1 C 35.7 C N 27th Ave & Cattail St 9.7 A 10.5 B 11.9 B N 27th Ave & Catron St* 7.9 A 9.3 A 10.5 B N 27th Ave & Baxter Ln 10.6 B 10.9 B 12.7 B Max Ave – Cattail St Rbt 3.6 A 5.4 A 5.7 A N 27th(Thomas)& Cattail Rbt 3.7 A 3.8 A 4.1 A *Eastbound/Westbound or Northbound/Southbound side-street LOS and delay. The anticipated residential development of Lot A of the Gallatin Center Subdivision will add approximately 2,000 new daily vehicle trips in this area, but the extensive road network will distribute these trips in a variety of different directions from the proposed development site with most of the study routes only experiencing a traffic volume increase of 200 to 400 vehicles per day. These are relatively minor traffic increases compared to the total traffic volumes on these routes (4,000 to 30,000 VPD) and the total peak-hour intersection delay will only increase by approximately 1-2 seconds with no changes to the projected LOS with the development of Lot A compared to the no-build traffic conditions. No additional roadway modifications or traffic controls would be needed to improve intersection capacity with the construction of the residential apartments on Lot A of the Gallatin Center Subdivision. With future phases of the proposed project, the total traffic generation from the site would increase by an additional 9,000 vehicle trips per day. The improved road network in this area would be able to absorb most of this traffic with minimal impacts along Baxter Lane and North 27th Avenue. Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 15 January 2026 Similarly, the new approaches onto Baxter Lane to the south and North 19th Avenue to the east would function adequately as planned. The detailed LOS for future phases is shown in Table 9. Table 8 – Projected Future 2027 Level of Service with Development AM Peak Hour NOON Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS N 19th Ave & Cattail St 8.3 B 11.8 B 13.5 B N 19th Ave & Kimberwicke 15.1 C 14.6 B 13.9 B N 19th Ave & Rawhide Rg* 16.6/11.4 C/B 18.1/14.1 C/B 16.8/15.0 C/C N 19th Ave & Baxter Ln 32.9 C 34.3 C 36.3 D N 27th Ave & Cattail St 3.7 A 10.6 B 12.1 B N 27th Ave & Catron St 7.9 A 9.4 A 10.6 B N 27th Ave & Baxter Ln 10.7 A 10.9 B 12.8 B Max Ave – Cattail St Rbt 3.6 A 5.4 A 5.8 A N 27th(Thomas)& Cattail Rbt 4.5 A 3.8 A 5.6 A N 27th(Thomas)& Rawhide 9.2 A 9.6 A 9.9 A Cattail St. & North App 9.0 A 9.3 A 9.0 A *Eastbound/Westbound or Northbound/Southbound side-street LOS and delay. Table 9 –Future 2030 Future Phases Level of Service with Development AM Peak Hour NOON Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS N 19th Ave & Cattail St 9.6 B 16.3 B 19.2 B N 19th Ave & Kimberwicke 16.1 C 15.5 C 14.8 B N 19th Ave & Rawhide Rg* 18.3/11.6 C/B 21.5/14.6 C/B 20.1/15.7 C/C N 19th Ave & Baxter Ln 34.4 C 43.3 D 49.0 D N 27th Ave & Cattail St 10.1 B 11.2 B 13.6 B N 27th Ave & Catron St 8.1 A 9.8 A 11.5 B N 27th Ave & Baxter Ln 12.0 B 12.3 B 15.6 B Max Ave – Cattail St Rbt 3.8 A 5.9 A 6.3 A N 27th(Thomas)& Cattail Rbt 3.9 A 4.2 A 4.6 A N 27th(Thomas)& Rawhide 9.7 A 10.5 B 11.3 B Cattail St. & North App 9.1 A 9.3 A 9.0 A Baxter Ln & 25th Ave 12.2 B 13.1 B 16.9 C N 19th Ave & Sartain St 16.1 C 20.4 C 22.5 C *Eastbound/Westbound or Northbound/Southbound side-street LOS and delay. One location was identified which may require additional traffic improvements with future phases of the Gallatin Center Subdivision improvements. The intersection of North 19th Avenue and Baxter Lane may experience LOS deficiencies with the planned project. This intersection is Gallatin Center Subdivision Traffic Impact Study Bozeman, Montana Abelin Traffic Services 16 January 2026 expected to operate at LOS D by 2027 regardless of any construction of the Gallatin Center (no- build conditions). While the first phase of the subdivision and the development of Lot A will have limited impact at the intersection (+0.7 seconds of peak hour delay), the construction of the future phases may increase the peak hour delay by an additional 10-20 seconds per vehicle. Although the LOS will remain at D, it may be necessary to perform capacity enhancements at the intersection with future phases of improvements for the Gallatin Center Subdivision. It would be possible to significantly improve the LOS at the intersection by developing a southbound right-turn lane on North 19th Avenue and an eastbound right-turn lane on Baxter Lane. These intersection improvements would decrease the peak-hour vehicle delay by 5-15 seconds per vehicle and should be considered with the later phases of the Gallatin Center Subdivision. With these improvements the intersection would function as shown in Table 10. No additional roadway modifications are currently recommended with the proposed project. Table 10 –Future 2030 Future Phases Level of Service with Improvements AM Peak Hour NOON Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS N 19th Ave & Baxter Ln (New Southbound and Eastbound right-turn lanes) 27.3 C 29.7 C 38.2 D H. IMPACT SUMMARY & RECOMMENDATIONS As proposed, the construction of the residential apartments on Lot A of the Gallatin Center Subdivision would have a minimal impact on the surrounding road network and would not require any additional roadway or intersection enhancements. The later commercial phases of the development could produce approximately 9,000 new vehicle trips and may impact operations at the intersection North 19th Avenue and Baxter Lane. The intersection of North 19th Avenue and Baxter Lane may require the development of additional right-turn lanes along Baxter Lane and 19th Avenue to improve the LOS to maintain the existing conditions. APPENDIX A Traffic Data Turning Movement Count All Vehicles Location Bozeman - 19th and Cattail Date April 15 and 16, 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 18 122 3 0 3 227 3 0 12 2 37 0 0 0 1 0 428 7:30 -7:45 21 190 0 0 10 291 4 0 9 1 43 0 0 0 1 0 570 7:45 -8:00 26 130 1 0 8 207 2 0 10 2 43 0 0 0 3 0 432 8:00 -8:15 24 171 1 0 8 257 2 0 14 4 31 0 1 0 3 0 516 8:15 -8:30 38 151 0 0 9 220 11 0 16 5 40 0 0 1 7 0 498 8:30 -8:45 28 160 2 0 9 267 10 0 12 2 47 0 1 2 6 0 546 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 84 230 2 0 4 239 10 0 16 3 60 0 1 0 6 0 655 12:15 -12:30 83 178 4 0 7 196 4 0 28 3 80 0 0 11 10 0 604 12:30 -12:45 85 232 7 0 6 220 4 0 10 3 75 0 1 17 5 0 665 12:45 -1:00 81 211 10 0 5 207 8 0 12 4 89 0 1 7 11 0 646 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 0 3:00 -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 61 279 1 0 1 217 10 0 17 3 42 0 1 4 12 0 648 4:30 -4:45 85 264 0 0 5 227 8 0 17 0 64 0 0 2 15 0 687 4:45 -5:00 79 283 1 0 4 223 7 0 24 4 58 0 0 9 12 0 704 5:00 -5:15 89 268 3 0 1 202 7 0 20 3 57 0 1 5 15 0 671 5:15 -5:30 85 255 0 0 3 236 12 0 19 3 53 0 0 4 11 0 681 5:30 -5:45 84 247 3 0 6 229 13 0 17 2 77 0 3 4 9 0 694 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 971 3371 38 0 89 3665 115 0 253 44 896 0 10 66 127 0 9645 Turning Movement Count All Vehicles Location Bozeman - Kimberwick and 19th Date April 15 and 16, 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 0 0 0 0 0 0 4 0 0 0 2 0 0 0 0 0 6 7:30 -7:45 0 0 0 0 0 0 4 0 0 0 5 0 0 0 0 0 9 7:45 -8:00 0 0 0 0 0 0 15 0 0 0 6 0 0 0 0 0 21 8:00 -8:15 0 0 0 0 0 0 7 0 0 0 6 0 0 0 0 0 13 8:15 -8:30 0 0 0 0 0 0 6 0 0 0 3 0 0 0 0 0 9 8:30 -8:45 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 8 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 9 0 0 0 5 0 0 0 0 0 14 12:15 -12:30 0 0 0 0 0 0 8 0 0 0 4 0 0 0 0 0 12 12:30 -12:45 0 0 0 0 0 0 11 0 0 0 7 0 0 0 0 0 18 12:45 -1:00 0 0 0 0 0 0 8 0 0 0 5 0 0 0 0 0 13 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 0 3:00 -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 0 0 0 0 0 0 5 0 0 0 6 0 0 0 0 0 11 4:30 -4:45 0 0 0 0 0 0 4 0 0 0 3 0 0 0 0 0 7 4:45 -5:00 0 0 0 0 0 0 9 0 0 0 4 0 0 0 0 0 13 5:00 -5:15 0 0 0 0 0 0 7 0 0 0 5 0 0 0 0 0 12 5:15 -5:30 0 0 0 0 0 0 8 0 0 0 8 0 0 0 0 0 16 5:30 -5:45 0 0 0 0 0 0 4 0 0 0 10 0 0 0 0 0 14 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 113 0 0 0 83 0 0 0 0 0 196 Turning Movement Count All Vehicles Location Bozeman - Rawhide and 19th Date April 15 and 16, 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 3 142 1 0 6 187 0 0 0 0 10 0 0 0 1 0 350 7:30 -7:45 6 144 3 0 8 274 2 0 0 0 8 0 0 0 0 0 445 7:45 -8:00 5 209 2 0 6 313 2 0 0 0 15 0 0 0 1 0 553 8:00 -8:15 12 150 4 0 9 262 1 0 0 0 14 0 0 0 2 0 454 8:15 -8:30 7 195 2 0 11 253 0 0 0 0 13 0 0 0 1 0 482 8:30 -8:45 13 184 2 0 7 246 2 0 0 0 6 0 0 0 0 0 460 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 18 320 3 0 7 308 2 0 0 0 18 0 0 0 1 0 677 12:15 -12:30 33 285 2 0 3 262 1 0 0 0 27 0 0 0 2 0 615 12:30 -12:45 31 317 3 0 3 306 1 0 0 0 31 0 0 0 1 0 693 12:45 -1:00 33 306 0 0 2 258 0 0 0 0 36 0 0 0 0 0 635 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 0 3:00 -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 17 350 0 0 3 250 1 0 0 0 31 0 0 0 1 0 653 4:30 -4:45 23 352 2 0 2 285 0 0 0 0 29 0 0 0 1 0 694 4:45 -5:00 16 353 1 0 1 274 2 0 0 0 30 0 0 0 2 0 679 5:00 -5:15 22 363 1 0 3 278 0 0 0 0 26 0 0 0 2 0 695 5:15 -5:30 12 349 1 0 4 294 1 0 0 0 23 0 0 0 1 0 685 5:30 -5:45 21 331 1 0 3 303 2 0 0 0 26 0 0 0 1 0 688 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 272 4350 28 0 78 4353 17 0 0 0 343 0 0 0 17 0 9458 Turning Movement Count All Vehicles Location Bozeman - Baxter and 19th Date May 1 and 2, 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 6 79 12 0 24 129 14 0 35 32 10 0 11 25 14 0 391 7:30 -7:45 11 105 9 0 17 174 17 0 24 32 19 0 12 34 12 0 466 7:45 -8:00 7 98 18 0 15 198 31 0 28 58 15 0 9 35 20 0 532 8:00 -8:15 16 106 15 0 23 205 32 0 33 53 31 0 12 45 18 0 589 8:15 -8:30 16 122 7 0 19 192 28 0 38 58 28 0 13 40 18 0 579 8:30 -8:45 18 119 23 0 18 213 21 0 34 46 33 0 13 25 17 0 580 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 27 233 21 0 25 237 27 0 20 31 20 0 26 45 31 0 743 12:15 -12:30 19 233 25 0 33 237 40 0 36 45 19 0 24 39 36 0 786 12:30 -12:45 27 202 23 0 39 267 30 0 27 38 36 0 23 48 29 0 789 12:45 -1:00 25 231 24 0 34 246 33 0 26 41 27 0 26 42 32 0 787 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 0 3:00 -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 34 217 19 0 33 219 43 0 27 39 31 0 16 72 41 0 791 4:30 -4:45 18 214 20 0 34 233 36 0 21 34 37 0 22 70 36 0 775 4:45 -5:00 44 237 14 0 30 203 52 0 21 42 19 0 18 75 19 0 774 5:00 -5:15 38 219 17 0 36 222 41 0 23 40 20 0 19 78 37 0 790 5:15 -5:30 36 221 18 0 35 229 43 0 24 39 23 0 19 76 35 0 798 5:30 -5:45 34 216 17 0 33 220 40 0 21 37 24 0 18 71 34 0 765 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 376 2852 282 0 448 3424 528 0 438 665 392 0 281 820 429 0 10935 Turning Movement Count All Vehicles Location Bozeman - 27th and Catron Date April 16 and 17, 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 5 5 0 2 15 1 0 1 10 4 0 1 5 2 0 53 7:30 -7:45 1 6 2 0 3 11 0 0 0 15 2 0 1 7 0 0 48 7:45 -8:00 0 8 4 0 2 8 2 0 0 22 5 0 0 9 2 0 62 8:00 -8:15 2 9 12 0 9 15 4 0 0 15 6 0 1 13 5 0 91 8:15 -8:30 0 12 7 0 6 16 2 0 2 13 6 0 1 22 11 0 98 8:30 -8:45 0 11 3 0 1 18 1 0 0 16 3 0 3 7 5 0 68 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 2 14 7 0 9 11 0 0 1 28 1 0 4 33 16 0 126 12:15 -12:30 4 18 8 0 3 16 2 0 1 23 2 0 6 27 15 0 125 12:30 -12:45 6 14 5 0 6 13 2 0 0 36 5 0 7 45 12 0 151 12:45 -1:00 3 23 5 0 5 14 1 0 1 27 4 0 3 26 17 0 129 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 0 3:00 -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 10 26 9 0 10 15 2 0 3 26 1 0 4 43 18 0 167 4:30 -4:45 4 25 8 0 4 15 3 0 1 29 2 0 7 29 8 0 135 4:45 -5:00 5 15 4 0 9 21 2 0 0 29 3 0 4 34 18 0 144 5:00 -5:15 7 20 12 0 7 19 0 0 0 37 5 0 3 35 18 0 163 5:15 -5:30 8 17 12 0 12 23 1 0 0 28 2 0 9 53 17 0 182 5:30 -5:45 7 22 12 0 3 17 0 0 3 26 4 0 9 40 10 0 153 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 61 245 115 0 91 247 23 0 13 380 55 0 63 428 174 0 1895 Turning Movement Count All Vehicles Location Bozeman - Cattail and 27th Date April 16 and 17, 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 4 9 0 0 0 22 4 0 7 0 19 0 0 0 0 0 65 7:30 -7:45 5 13 0 0 0 17 2 0 2 0 21 0 0 0 0 0 60 7:45 -8:00 7 13 0 0 0 24 4 0 6 0 26 0 0 0 0 0 80 8:00 -8:15 7 14 0 0 0 26 3 0 10 0 19 0 0 0 0 0 79 8:15 -8:30 7 15 0 0 0 19 4 0 7 0 18 0 0 0 0 0 70 8:30 -8:45 4 13 0 0 0 29 4 0 5 0 26 0 0 0 0 0 81 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 23 20 0 0 0 14 2 0 3 0 25 0 0 0 0 0 87 12:15 -12:30 29 27 0 0 0 22 5 0 8 0 23 0 0 0 0 0 114 12:30 -12:45 24 25 0 0 0 24 3 0 3 0 30 0 0 0 0 0 109 12:45 -1:00 17 27 0 0 0 20 4 0 7 0 20 0 0 0 0 0 95 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 0 3:00 -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 16 26 0 0 0 17 5 0 10 0 27 0 0 0 0 0 101 4:30 -4:45 21 40 0 0 0 21 3 0 9 0 24 0 0 0 0 0 118 4:45 -5:00 28 27 0 0 0 19 4 0 16 0 16 0 0 0 0 0 110 5:00 -5:15 41 24 0 0 0 29 7 0 4 0 32 0 0 0 0 0 137 5:15 -5:30 34 31 0 0 0 24 3 0 11 0 38 0 0 0 0 0 141 5:30 -5:45 38 29 0 0 0 27 10 0 12 0 32 0 0 0 0 0 148 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 305 353 0 0 0 354 67 0 120 0 396 0 0 0 0 0 1595 Turning Movement Count All Vehicles Location Bozeman - Baxter and 27th Date May 1 and 2, 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 5 0 14 0 3 0 1 0 0 67 5 0 10 35 1 0 141 7:30 -7:45 18 0 11 0 5 2 2 0 1 72 10 0 8 52 2 0 183 7:45 -8:00 7 1 11 0 7 2 0 0 2 94 21 0 7 61 0 0 213 8:00 -8:15 15 3 19 0 2 2 2 0 1 110 14 0 13 75 4 0 260 8:15 -8:30 8 0 22 0 3 3 0 0 2 90 16 0 8 69 3 0 224 8:30 -8:45 7 3 26 0 1 1 0 0 1 71 11 0 7 49 0 0 177 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 15 1 23 0 6 1 2 0 1 59 8 0 10 61 3 0 190 12:15 -12:30 10 1 17 0 2 1 3 0 2 71 6 0 12 77 1 0 203 12:30 -12:45 12 1 12 0 6 0 1 0 0 73 7 0 12 85 2 0 211 12:45 -1:00 16 0 19 0 3 1 0 0 1 87 15 0 11 85 1 0 239 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 0 3:00 -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 10 1 12 0 7 0 3 0 2 60 10 0 23 114 1 0 243 4:30 -4:45 17 1 11 0 1 1 0 0 0 52 11 0 28 108 7 0 237 4:45 -5:00 9 2 17 0 2 4 0 0 2 72 8 0 24 130 6 0 276 5:00 -5:15 14 1 11 0 0 1 2 0 1 85 14 0 19 118 6 0 272 5:15 -5:30 20 2 16 0 2 1 1 0 5 80 14 0 23 124 6 0 294 5:30 -5:45 19 2 16 0 4 1 1 0 1 70 13 0 10 123 9 0 269 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 19 257 0 54 21 18 0 22 1213 183 0 225 1366 52 0 3632 Turning Movement Count All Vehicles Location Bozeman - Max and Cattail Roundabout Date April 16 and 17, 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 3 0 1 0 9 2 0 0 1 43 10 0 0 10 11 0 90 7:30 -7:45 3 3 3 0 8 3 0 0 1 41 9 0 0 13 5 0 89 7:45 -8:00 3 4 4 0 5 2 1 0 2 42 16 0 2 19 10 0 110 8:00 -8:15 4 3 4 0 9 4 0 0 0 40 9 0 0 18 8 0 99 8:15 -8:30 6 6 4 0 15 3 3 0 3 32 8 0 1 15 10 0 106 8:30 -8:45 4 3 5 0 9 4 2 0 1 45 11 0 0 21 18 0 123 8:45 -9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 2 14 3 0 54 19 6 0 7 33 12 0 2 33 53 0 238 12:15 -12:30 16 21 4 0 50 20 10 0 3 37 7 0 1 35 53 0 257 12:30 -12:45 10 21 5 0 47 23 5 0 6 52 12 0 4 26 53 0 264 12:45 -1:00 10 19 5 0 55 19 2 0 4 43 14 0 1 28 53 0 253 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 0 3:00 -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 15 3 3 0 46 18 9 0 5 31 7 0 3 36 35 0 211 4:30 -4:45 8 14 2 0 40 24 9 0 2 30 9 0 1 38 43 0 220 4:45 -5:00 13 14 3 0 43 18 12 0 7 40 13 0 2 46 40 0 251 5:00 -5:15 11 18 8 0 31 14 8 0 3 37 12 0 1 55 47 0 245 5:15 -5:30 13 9 4 0 47 12 6 0 3 27 14 0 2 48 42 0 227 5:30 -5:45 10 10 5 0 49 19 11 0 5 43 15 0 2 45 44 0 258 5:45 -6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 131 162 63 0 517 204 84 0 53 616 178 0 22 486 525 0 3041 For Project:CattailBozeman Project Notes: Location/Name:Merged Report Generated:5/14/2025 1:52:38 PM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 4/15/2025 11:00:00 AM through 4/17/2025 12:59:59 PM 85th Percentile Speed 29 MPH 85th Percentile Vehicles 8509 Max Speed 48 MPH on 4/16/2025 6:09:16 AM Total Vehicles 10011 AADT:4805 Volumes - weekly counts Time 5 Day 7 Day Average Daily 3337 3337 AM Peak 8:00 AM 260 260 PM Peak 5:00 PM 489 489 Speed Speed Limit:35 85th Percentile Speed:29 50th Percentile Speed:26 10 MPH Pace Interval:21.0 MPH to 31.0 MPH Average Speed:25.65 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit N/A 28 30 15 N/A N/A N/A % over limit N/A 0.8 0.6 1.0 N/A N/A N/A Avg Speeder N/A 36.8 37.8 37.1 N/A N/A N/A Avg Speed N/A 25.5 25.6 26.1 N/A N/A N/A Class Counts Number % VEH_SM 56 0.6 VEH_MED 9849 98.4 VEH_LG 106 1.1 [VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck] Merged Monthly Counts CattailBozeman from Tue-Apr-15-2025-11-00-AM to Thu-Apr-17-2025-12-59-PM Apr 2025 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0 - 1 **20 25 ***22.5 0 28.9 1 - 2 **7 6 ***6.5 0 27 2 - 3 **7 8 ***7.5 0 28 3 - 4 **8 10 ***9 0 31.5 4 - 5 **7 13 ***10 0 30.25 5 - 6 **43 43 ***43 0 29.25 6 - 7 **107 87 ***97 0 28.85 7 - 8 **242 213 ***227.5 0 28.55 8 - 9 **275 246 ***260.5 0 29 9 - 10 **249 252 ***250.5 0 28.55 10 - 11 **231 285 ***258 0 28.6 11 - 12 *63 301 294 ***219.33 0 29 12 - 13 *340 369 41 ***250 0 28.97 13 - 14 *301 326 ****313.5 0 29.4 14 - 15 *333 342 ****337.5 0 28.55 15 - 16 *380 362 ****371 0 28.75 16 - 17 *401 434 ****417.5 0 28.3 17 - 18 *473 506 ****489.5 0 28.25 18 - 19 *405 396 ****400.5 0 28.55 19 - 20 *330 260 ****295 0 28.05 20 - 21 *249 207 ****228 0 27.5 21 - 22 *169 101 ****135 0 27.9 22 - 23 *84 68 ****76 0 28.6 23 - 24 *40 52 ****46 0 28.75 Totals 0 3568 4920 1523 0 0 0 % of Total 0%35.64%49.15%15.21%0%0%0% Page 1 APPENDIX B Traffic Model Gallatin Center 27th Avenue Seasonal Factor 1 Traffic Model 16 Existing 2025 16 20 AM Peak Hour 60 52 (15 min x 4)36 4 Catron Street 4 8 60 36 24 48 Max Avenue 19th Avenue 11 16 Cattail Street 96 24 28 104 52 13 8 9 20 4 40 16 12 0 80 80 8 64 1164 0 200 0 0 20 8 40 4 Dead Mans 0 240 0 8 12 36 84 0 0 0 168 16 4 760 64 16 172 4 3 0 32 4 80 0 60 80 0 1260 Kimberwickie 0 0 24 840 0 32 0 0 5 8 1252 SITE 1 24 4 Rawhide Ridge 60 20 836 8 7 0 Sartain Street 1312 0 0 0 864 24 8 16 26 128 72 8 300 0 0 820 180 Baxter 8 52 0 368 92 48 4 60 0 132 64 440 12 524 212 424 56 76 124 60 Gallatin Center 27th Avenue Seasonal Factor 1 Traffic Model Existing 2025 8 48 NOON Peak Hour 52 180 (15 min x 4)24 28 Catron Street 4 24 144 56 20 20 Max Avenue 19th Avenue 20 Cattail Street 88 32 116 92 108 20 212 16 20 0 224 164 92 104 880 68 180 0 0 188 16 24 4 Dead Mans 0 280 0 24 40 40 340 0 0 0 208 84 12 928 48 20 300 28 0 60 100 0 44 100 0 1212 Kimberwickie 0 0 28 1276 0 60 0 0 4 1224 SITE 12 8 Rawhide Ridge 124 124 1268 12 0 Sartain Street 1348 0 0 0 1404 8 4 120 116 4 340 0 0 1068 192 Baxter 12 44 0 388 156 92 4 64 0 108 108 348 4 436 152 808 60 76 144 92 Gallatin Center 27th Avenue Seasonal Factor 1 Traffic Model Existing 2025 4 68 PM Peak Hour 92 212 (15 min x 4)48 36 Catron Street 4 32 112 68 8 48 Max Avenue 19th Avenue 40 Cattail Street 108 48 152 128 116 44 176 28 48 0 268 264 76 180 892 36 236 0 0 236 8 16 4 Dead Mans 0 252 0 20 40 96 316 0 0 0 172 40 16 1132 60 20 232 4 0 48 60 0 32 60 0 1120 Kimberwickie 0 0 32 1412 0 48 0 0 4 1140 SITE 8 4 Rawhide Ridge 116 92 1408 8 0 Sartain Street 1256 0 0 0 1508 4 24 172 140 4 496 0 0 916 304 Baxter 8 92 0 612 140 76 20 80 0 96 144 320 8 392 156 884 56 64 92 72 Gallatin Center 27th Avenue Traffic Model Site Generated Traffic Lot A AM Peak Hour 1 0 Catron Street 1 3 0 1 Max Avenue 19th Avenue Cattail Street 2 6 2 6 R in/out only??0 1 7 7 1 0 6 0 2 0 0 Dead Mans 4 0 0 7 17 0 2 5 5 7 1 0 15 2 5% SITE 2 IN 30 2 2 OUT 95 6 Kimberwickie 75%30 18 7 0 7 34 4 4 9 1 15 Rawhide Ridge 20%34 15 5 0 15 0 0 0 Sartain Street 43 5 0 15 9 1 6 0 39 Baxter 0 4 3 0 2 13 0 IN 30 OUT 95 Gallatin Center 27th Avenue Traffic Model Site Generated Traffic Lot A NOON Peak Hour 1 1 Catron Street 1 1 1 1 Max Avenue 19th Avenue Cattail Street 2 3 2 3 R in/out only??0 2 3 3 2 0 9 0 3 0 0 Dead Mans 2 1 0 3 8 0 2 2 2 3 0 1 7 1 5% SITE 3 IN 47 4 4 OUT 43 7 Kimberwickie 75%14 29 3 0 3 15 6 2 4 2 7 SITE Rawhide Ridge 20%15 23 8 0 7 0 0 0 Sartain Street 20 8 0 23 4 2 3 0 18 Baxter 0 2 5 0 3 21 0 IN 47 OUT 43 Gallatin Center 27th Avenue Traffic Model Site Generated Traffic Lot A PM Peak Hour 3 1 Catron Street 1 2 1 1 Max Avenue 19th Avenue Cattail Street 5 4 5 4 R in/out only??0 4 5 5 4 0 20 0 6 0 1 Dead Mans 2 1 0 5 10 0 5 3 3 5 1 1 9 1 5% SITE 6 IN 100 8 8 OUT 59 14 Kimberwickie 75%19 62 4 0 4 21 12 2 6 4 9 SITE Rawhide Ridge 20%21 49 16 0 9 0 0 0 Sartain Street 27 16 0 50 6 5 4 0 24 Baxter 0 3 10 0 6 45 0 IN 100 OUT 59 Gallatin Center 27th Avenue Traffic Model Site Generated Traffic Lots B-E AM Peak Hour 8 4 Catron Street 1 3 4 1 Max Avenue 19th Avenue Cattail Street 17 5 17 5 16 33 32 16 Dead Mans 11 15 15 16 32 Kimberwickie 15 5%15%16 17 5 17 17 10 SITE Rawhide Ridge 5 15%IN 318 5%5 31 OUT 100 10 5 17 17 10 Sartain Street 40%5 31 15%30%111 31 30 20% 12 11 8 7 14 19 32 6 Baxter 7 6 4 37 45 13 22 25 2 100 22 IN 318 4 OUT 100 36 113 Gallatin Center 27th Avenue Traffic Model Site Generated Traffic Lots B-E NOON Peak Hour 10 5 Catron Street 5 10 5 5 Max Avenue 19th Avenue Cattail Street 20 20 20 20 19 40 39 19 Dead Mans 40 57 57 19 39 Kimberwickie 56.7 5%15%19 20 20 20 20 37 SITE Rawhide Ridge 20 15%IN 378 5%19 37 OUT 378 37 20 20 20 37 Sartain Street 40%19 37 15%30%132 37 113 20% 44 13 29 26 53 23 119 7 Baxter 26 23 13 44 53 16 26 29 7 118 26 IN 378 16 OUT 378 Gallatin Center 27th Avenue Traffic Model Site Generated Traffic Lots B-E PM Peak Hour 9 5 Catron Street 7 14 5 7 Max Avenue 19th Avenue Cattail Street 19 27 19 27 18 38 37 18 Dead Mans 55 78 78 18 37 Kimberwickie 78.45 5%15%18 19 27 19 19 51 SITE Rawhide Ridge 27 15%IN 359 5%26 35 OUT 523 51 27 19 19 51 Sartain Street 40%26 35 15%30%125 35 157 20% 61 12 41 37 73 22 165 6 Baxter 37 31 18 42 50 15 25 28 9 112 25 IN 359 22 OUT 523 Gallatin Center 27th Avenue Growth Factor 1.036 Traffic Model NO Build 2027 17 21 AM Peak Hour 62 54 37 4 Catron Street 4 8 62 37 25 50 Max Avenue 19th Avenue 17 Cattail Street 99 25 29 108 54 4 41 17 12 104 41 41 8 46 1206 0 104 10 0 21 8 41 4 Dead Mans 41 145 0 8 12 37 66 10 0 0 102 17 4 787 66 17 106 4 0 33 83 0 62 83 0 1305 Kimberwickie 0 0 25 870 0 33 0 0 8 104 1297 SITE 25 4 Rawhide Ridge 41 62 21 866 8 104 0 Sartain Street 1359 41 0 0 0 895 8 17 133 75 112 311 0 0 850 186 Baxter 8 54 0 381 95 50 4 62 0 137 66 456 54 543 220 439 58 79 128 62 Gallatin Center 27th Avenue Growth Factor 1.036 Traffic Model NO Build 2027 8 50 NOON Peak Hour 54 186 25 29 Catron Street 4 25 149 58 21 21 Max Avenue 19th Avenue 21 Cattail Street 91 33 120 95 112 21 220 17 21 93 116 116 95 50 912 70 93 10 0 195 17 25 4 Dead Mans 116 197 0 25 41 41 294 10 0 0 117 87 12 961 50 21 212 29 0 62 104 0 46 104 0 1256 Kimberwickie 0 0 29 1322 0 62 0 0 0 4 93 1268 SITE 12 8 Rawhide Ridge 116 128 128 1314 12 93 0 Sartain Street 1397 116 0 0 0 1455 8 4 124 120 97 352 0 0 1106 199 Baxter 12 46 0 402 162 95 4 66 0 112 112 361 120 452 157 837 62 79 149 95 Gallatin Center 27th Avenue Growth Factor 1.036 Traffic Model NO Build 2027 4 70 PM Peak Hour 95 220 50 37 Catron Street 4 33 116 70 8 50 Max Avenue 19th Avenue 41 Cattail Street 112 50 157 133 120 46 182 29 50 122 139 139 79 117 924 37 122 10 0 244 8 17 4 Dead Mans 139 139 0 21 41 99 258 10 0 0 109 41 17 1173 62 21 171 4 0 50 62 0 33 62 0 1160 Kimberwickie 0 0 33 1463 0 50 0 0 4 122 1181 SITE 8 4 Rawhide Ridge 139 120 95 1459 8 122 0 Sartain Street 1301 139 0 0 0 1562 4 25 178 145 126 514 0 0 949 315 Baxter 8 95 0 634 145 79 21 83 0 99 149 332 147 406 162 916 58 66 95 75 Gallatin Center 27th Avenue Growth Factor 1 IN NB Traffic Model Total Projected 2027 17 21 AM Peak Hour 63 54 Phase 1 37 5 Catron Street 4 10 62 40 25 51 Max Avenue 19th Avenue 17 Cattail Street 101 25 35 109 60 4 41 17 12 105 49 49 10 46 1212 0 104 10 0 21 8 41 4 Dead Mans 45 145 0 8 20 54 66 10 2 5 106 24 5 787 67 32 108 4 2 33 83 2 64 83 0 1311 Kimberwickie 30 18 32 870 7 33 34 0 12 104 4 1306 1 15 SITE 25 4 Rawhide Ridge 41 96 35 5 866 8 119 0 0 0 0 Sartain Street 1403 46 0 0 0 0 910 17 17 133 76 118 311 0 0 888 186 8 54 0 381 100 50 7 62 0 137 66 456 56 543 220 453 58 79 128 62 Gallatin Center 27th Avenue Traffic Model Total Projected 2027 8 50 NOON Peak Hour 55 186 Phase 1 25 30 Catron Street 4 26 149 59 21 21 Max Avenue 19th Avenue 21 Cattail Street 94 33 123 98 114 21 220 17 21 95 119 119 97 50 921 70 96 10 0 195 17 25 4 Dead Mans 118 197 0 25 45 49 294 10 2 2 119 90 13 961 50 27 213 29 3 62 104 4 49 104 0 1262 Kimberwickie 14 29 32 1322 3 62 15 0 10 93 2 1272 2 7 Sartain Street 12 8 Rawhide Ridge 116 144 152 8 1314 12 100 0 0 0 0 South Approach 1416 124 0 0 0 0 1478 12 4 124 123 100 352 1124 199 Baxter 12 46 164 95 9 66 112 112 361 123 157 858 62 79 149 95 Gallatin Center 27th Avenue Traffic Model Total Projected 2027 4 70 PM Peak Hour 98 220 Phase 1 50 39 Catron Street 4 34 116 72 10 51 Max Avenue 19th Avenue 41 Cattail Street 117 50 161 138 124 46 182 29 50 126 143 143 83 117 944 37 128 10 0 244 9 17 4 Dead Mans 141 140 0 21 46 110 258 10 5 3 112 46 17 1173 63 30 172 4 6 50 62 8 41 62 0 1174 Kimberwickie 19 62 38 1463 4 50 21 0 16 122 2 1187 4 9 SITE 8 4 Rawhide Ridge 139 141 145 16 1459 8 132 0 0 0 0 Sartain Street 1328 155 0 0 0 0 1612 10 25 178 150 130 514 973 315 Baxter 8 95 148 79 30 83 99 149 332 154 162 960 58 66 95 75 Gallatin Center 27th Avenue Growth Factor 2027-2030 1.054 Traffic Model Total Projected 2030 17 22 AM Peak Hour 75 57 39 9 Catron Street 4 11 66 45 31 55 Max Avenue 19th Avenue 17 Cattail Street 123 26 41 132 68 4 44 33 13 144 51 51 10 48 1309 0 109 11 0 22 25 44 4 Dead Mans 58 153 0 9 21 71 70 11 2 5 112 25 5 830 70 47 113 4 2 35 103 2 68 87 0 1414 Kimberwickie 30 18 33 917 7 50 34 0 28 126 9 1393 18 25 SITE 26 4 Rawhide Ridge 49 105 37 36 913 9 134 5 17 17 10 Sartain Street 1481 79 0 111 31 30 958 30 17 140 91 132 335 14 19 966 202 Baxter 9 64 6 402 108 52 44 66 45 144 83 503 84 572 233 576 61 105 140 66 Gallatin Center 27th Avenue Growth Factor 2027-2030 1.054 Traffic Model Total Projected 2030 9 52 NOON Peak Hour 68 197 26 36 Catron Street 4 32 157 72 27 27 Max Avenue 19th Avenue 22 Cattail Street 118 35 149 123 140 22 231 36 22 140 126 126 102 52 1009 74 101 11 0 205 37 26 4 Dead Mans 164 208 0 26 47 108 310 11 2 2 126 95 14 1013 53 85 225 31 3 66 128 4 52 109 0 1369 Kimberwickie 14 29 34 1394 3 122 15 0 29 118 22 1360 22 44 SITE 13 9 Rawhide Ridge 142 170 159 44 1385 13 142 20 20 20 37 Sartain Street 1510 167 0 132 37 113 1556 57 4 131 142 135 398 53 23 1303 216 Baxter 13 75 23 424 186 100 53 70 53 118 134 406 159 476 173 1022 66 109 173 100 Gallatin Center 27th Avenue Growth Factor 2027-2030 1.054 Traffic Model Total Projected 2030 4 74 PM Peak Hour 112 231 52 45 Catron Street 4 43 122 90 15 60 Max Avenue 19th Avenue 44 Cattail Street 142 52 197 164 158 48 192 49 52 171 151 151 87 123 1030 39 135 11 0 258 27 17 4 Dead Mans 204 148 0 22 48 194 272 11 5 3 118 48 18 1236 67 110 181 4 6 52 83 8 42 66 0 1273 Kimberwickie 19 62 39 1542 4 131 21 0 35 148 30 1269 23 60 SITE 9 4 Rawhide Ridge 174 174 150 51 1538 9 189 27 19 19 51 Sartain Street 1425 197 0 125 35 157 1696 71 26 188 170 178 578 73 22 1189 338 Baxter 9 137 31 668 174 83 73 87 50 105 172 375 189 428 180 1122 61 95 122 79 APPENDIX C LOS Calculations Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 4 172 4 0 12 84 760 4 40 1164 16 Future Volume (vph) 36 4 172 4 0 12 84 760 4 40 1164 16 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.853 0.850 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1463 0 1630 1458 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.750 0.400 0.215 0.356 Satd. Flow (perm) 1287 1463 0 686 1458 0 369 3257 0 611 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 157 296 1 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 36 4 172 4 0 12 84 760 4 40 1164 16 Shared Lane Traffic (%) Lane Group Flow (vph) 36 176 0 4 12 0 84 764 0 40 1164 16 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.0 10.0 10.0 10.0 117.1 111.6 114.9 108.8 108.8 Actuated g/C Ratio 0.07 0.07 0.07 0.07 0.84 0.80 0.82 0.78 0.78 v/c Ratio 0.39 0.70 0.08 0.03 0.23 0.29 0.07 0.46 0.01 Control Delay (s/veh) 72.7 27.6 61.0 0.2 3.3 4.7 2.3 6.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 72.7 27.6 61.0 0.2 3.3 4.7 2.3 6.5 0.0 LOS ECEAAAAAA Approach Delay (s/veh) 35.2 15.4 4.6 6.3 Approach LOS D B A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 8.4 Intersection LOS: A Intersection Capacity Utilization 63.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 132 212 124 48 180 72 64 424 60 92 820 128 Future Volume (vph) 132 212 124 48 180 72 64 424 60 92 820 128 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.945 0.850 0.981 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1621 0 1630 1716 1458 1630 3198 0 1630 3195 0 Flt Permitted 0.399 0.279 0.231 0.426 Satd. Flow (perm) 685 1621 0 479 1716 1458 396 3198 0 731 3195 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 88 13 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 132 212 124 48 180 72 64 424 60 92 820 128 Shared Lane Traffic (%) Lane Group Flow (vph) 132 336 0 48 180 72 64 484 0 92 948 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 44.8 36.0 34.9 28.9 28.9 88.7 80.8 91.6 83.9 Actuated g/C Ratio 0.30 0.24 0.23 0.19 0.19 0.59 0.54 0.61 0.56 v/c Ratio 0.48 0.83 0.31 0.54 0.20 0.21 0.28 0.18 0.53 Control Delay (s/veh) 44.0 67.2 39.6 58.7 6.3 14.5 20.4 13.5 23.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 44.0 67.2 39.6 58.7 6.3 14.5 20.4 13.5 23.9 LOS DE DEABC BC Approach Delay (s/veh) 60.7 43.1 19.7 23.0 Approach LOS E D B C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay (s/veh): 32.3 Intersection LOS: C Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 3.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 240 112 44 32 Demand Flow Rate, veh/h 244 114 44 32 Vehicles Circulating, veh/h 36 36 199 85 Vehicles Exiting, veh/h 81 207 81 65 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 4.3 3.4 3.5 3.1 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 244 114 44 32 Cap Entry Lane, veh/h 1330 1330 1126 1265 Entry HV Adj Factor 0.982 0.980 0.993 0.995 Flow Entry, veh/h 240 112 44 32 Cap Entry, veh/h 1306 1304 1118 1259 V/C Ratio 0.183 0.086 0.039 0.025 Control Delay, s/veh 4.3 3.4 3.5 3.1 LOS AAAA 95th %tile Queue, veh 1000 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 7.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 60 24 4 52 20 8 36 48 36 60 16 Future Vol, veh/h 4 60 24 4 52 20 8 36 48 36 60 16 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 46024 45220 83648366016 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 7.8 7.8 7.6 8.1 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 5% 5% 32% Vol Thru, % 39% 68% 68% 54% Vol Right, % 52% 27% 26% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 92 88 76 112 LT Vol 8 4 4 36 Through Vol 36 60 52 60 RT Vol 48242016 Lane Flow Rate 92 88 76 112 Geometry Grp 1111 Degree of Util (X) 0.105 0.105 0.091 0.136 Departure Headway (Hd) 4.128 4.314 4.334 4.375 Convergence, Y/N Yes Yes Yes Yes Cap 870 833 829 822 Service Time 2.141 2.328 2.348 2.388 HCM Lane V/C Ratio 0.106 0.106 0.092 0.136 HCM Control Delay, s/veh 7.6 7.8 7.8 8.1 HCM Lane LOS AAAA HCM 95th-tile Q 0.4 0.4 0.3 0.5 HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 24 0 840 1260 60 Future Vol, veh/h 0 24 0 840 1260 60 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 24 0 840 1260 60 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 660 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 406 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 406 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 14.43 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 406 - - HCM Lane V/C Ratio - 0.059 - - HCM Ctrl Dly (s/v) - 14.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 3 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 0 0 60 0 0 4 20 836 8 24 1252 8 Future Vol, veh/h 0 0 60 0 0 4 20 836 8 24 1252 8 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 60 0 0 4 20 836 8 24 1252 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 630 - - 422 1260 0 0 844 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 0 424 0 0 580 548 - - 788 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 424 - - 580 548 - - 788 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 14.87 11.25 0.27 0.18 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 548 - - 424 580 788 - - HCM Lane V/C Ratio 0.037 - - 0.141 0.007 0.03 - - HCM Ctrl Dly (s/v) 11.8 - - 14.9 11.2 9.7 - - HCM Lane LOS B - - B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 24 104 28 52 96 16 Future Vol, veh/h 24 104 28 52 96 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 24 104 28 52 96 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 212 104 112 0 - 0 Stage 1 104 ----- Stage 2 108 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 776 951 1478 - - - Stage 1 920 ----- Stage 2 916 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 761 951 1478 - - - Mov Cap-2 Maneuver 761 ----- Stage 1 902 ----- Stage 2 916 ----- Approach EB NB SB HCM Ctrl Dly, s/v 9.61 2.62 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 630 - 908 - - HCM Lane V/C Ratio 0.019 - 0.141 - - HCM Ctrl Dly (s/v) 7.5 0 9.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - HCM 7th TWSC 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 1 Gallatin Center 11:35 am 05/15/2025 Ex 2025 AM Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 440 56 52 300 16 60 12 76 8 8 8 Future Vol, veh/h 4 440 56 52 300 16 60 12 76 8 8 8 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 150 - - 150 -------- 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 4 440 56 52 300 16 60 12 76 8 8 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 316 0 0 496 0 0 884 896 468 866 916 308 Stage 1 ------476476-412412- Stage 2 ------408420-454504- 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 1244 - - 1068 - - 266 280 595 274 272 732 Stage 1 ------570557-617594- Stage 2 ------620589-586541- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1244 - - 1068 - - 242 265 595 217 258 732 Mov Cap-2 Maneuver ------242265-217258- Stage 1 ------568555-587565- Stage 2 ------575561-498539- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.06 1.21 22.47 17.84 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 352 1244 - - 1068 - - 304 HCM Lane V/C Ratio 0.421 0.003 - - 0.049 - - 0.079 HCM Ctrl Dly (s/v) 22.5 7.9 - - 8.5 - - 17.8 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 2 0 - - 0.2 - - 0.3 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 40 12 300 4 68 20 340 928 28 24 880 16 Future Volume (vph) 40 12 300 4 68 20 340 928 28 24 880 16 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.856 0.966 0.996 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1469 0 1630 1657 0 1630 3247 0 1630 3260 1458 Flt Permitted 0.616 0.255 0.277 0.299 Satd. Flow (perm) 1057 1469 0 437 1657 0 475 3247 0 513 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 232 9 4 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 40 12 300 4 68 20 340 928 28 24 880 16 Shared Lane Traffic (%) Lane Group Flow (vph) 40 312 0 4 88 0 340 956 0 24 880 16 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 15.7 15.7 15.7 15.7 114.6 108.2 103.8 98.0 98.0 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.82 0.77 0.74 0.70 0.70 v/c Ratio 0.34 0.84 0.08 0.46 0.70 0.38 0.06 0.39 0.02 Control Delay (s/veh) 61.6 36.1 53.5 57.3 13.6 7.1 4.4 10.2 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 61.6 36.1 53.5 57.3 13.6 7.1 4.4 10.2 0.0 LOS EDDEBAABA Approach Delay (s/veh) 39.0 57.1 8.8 9.9 Approach LOS D E A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay (s/veh): 14.8 Intersection LOS: B Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 152 144 92 192 116 108 808 92 156 1068 120 Future Volume (vph) 108 152 144 92 192 116 108 808 92 156 1068 120 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.927 0.850 0.985 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1590 0 1630 1716 1458 1630 3211 0 1630 3211 0 Flt Permitted 0.343 0.274 0.153 0.237 Satd. Flow (perm) 588 1590 0 470 1716 1458 262 3211 0 407 3211 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 34 116 10 10 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 108 152 144 92 192 116 108 808 92 156 1068 120 Shared Lane Traffic (%) Lane Group Flow (vph) 108 296 0 92 192 116 108 900 0 156 1188 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 41.3 30.8 32.3 26.3 26.3 91.3 81.4 94.1 82.8 Actuated g/C Ratio 0.28 0.21 0.22 0.18 0.18 0.61 0.54 0.63 0.55 v/c Ratio 0.46 0.84 0.63 0.64 0.33 0.43 0.51 0.45 0.67 Control Delay (s/veh) 46.2 69.6 60.7 65.9 10.2 16.8 24.3 15.5 27.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 46.2 69.6 60.7 65.9 10.2 16.8 24.3 15.5 27.5 LOS DE EEBBC BC Approach Delay (s/veh) 63.3 48.6 23.5 26.1 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay (s/veh): 32.9 Intersection LOS: C Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 5.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 280 332 144 300 Demand Flow Rate, veh/h 285 338 147 306 Vehicles Circulating, veh/h 302 151 428 163 Vehicles Exiting, veh/h 167 424 159 326 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.4 5.8 5.7 5.6 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 285 338 147 306 Cap Entry Lane, veh/h 1014 1183 892 1169 Entry HV Adj Factor 0.982 0.982 0.982 0.981 Flow Entry, veh/h 280 332 144 300 Cap Entry, veh/h 996 1162 875 1146 V/C Ratio 0.281 0.286 0.165 0.262 Control Delay, s/veh 6.4 5.8 5.7 5.6 LOS AAAA 95th %tile Queue, veh 1111 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 144 20 28 180 48 24 56 20 24 52 8 Future Vol, veh/h 4 144 20 28 180 48 24 56 20 24 52 8 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 4 144 20 28 180 48 24 56 20 24 52 8 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 8.9 9.7 8.8 8.8 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 24% 2% 11% 29% Vol Thru, % 56% 86% 70% 62% Vol Right, % 20% 12% 19% 10% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 100 168 256 84 LT Vol 24 4 28 24 Through Vol 56 144 180 52 RT Vol 202048 8 Lane Flow Rate 100 168 256 84 Geometry Grp 1111 Degree of Util (X) 0.137 0.216 0.32 0.117 Departure Headway (Hd) 4.942 4.618 4.498 5.035 Convergence, Y/N Yes Yes Yes Yes Cap 722 774 796 708 Service Time 2.997 2.661 2.537 3.092 HCM Lane V/C Ratio 0.139 0.217 0.322 0.119 HCM Control Delay, s/veh 8.8 8.9 9.7 8.8 HCM Lane LOS AAAA HCM 95th-tile Q 0.5 0.8 1.4 0.4 HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 28 0 1276 1212 44 Future Vol, veh/h 0 28 0 1276 1212 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 28 0 1276 1212 44 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 628 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 426 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 426 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 14.05 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 426 - - HCM Lane V/C Ratio - 0.066 - - HCM Ctrl Dly (s/v) - 14.1 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 3 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 0 0 124 0 0 8 124 1268 12 12 1224 4 Future Vol, veh/h 0 0 124 0 0 8 124 1268 12 12 1224 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 124 0 0 8 124 1268 12 12 1224 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 614 - - 640 1228 0 0 1280 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 0 435 0 0 418 563 - - 538 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 435 - - 418 563 - - 538 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 16.55 13.78 1.16 0.11 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 563 - - 435 418 538 - - HCM Lane V/C Ratio 0.22 - - 0.285 0.019 0.022 - - HCM Ctrl Dly (s/v) 13.2 - - 16.6 13.8 11.8 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 0.8 - - 1.2 0.1 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 32 92 116 108 88 20 Future Vol, veh/h 32 92 116 108 88 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 92 116 108 88 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 438 98 108 0 - 0 Stage 1 98 ----- Stage 2 340 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 576 958 1483 - - - Stage 1 926 ----- Stage 2 721 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 528 958 1483 - - - Mov Cap-2 Maneuver 528 ----- Stage 1 849 ----- Stage 2 721 ----- Approach EB NB SB HCM Ctrl Dly, s/v 10.39 3.95 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 932 - 792 - - HCM Lane V/C Ratio 0.078 - 0.157 - - HCM Ctrl Dly (s/v) 7.6 0 10.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.3 - 0.6 - - HCM 7th TWSC 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 2 Gallatin Center 11:49 am 05/15/2025 Ex 2025 NOON Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 348 60 44 340 4 64 4 76 12 4 8 Future Vol, veh/h 4 348 60 44 340 4 64 4 76 12 4 8 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 150 - - 150 -------- 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 4 348 60 44 340 4 64 4 76 12 4 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 344 0 0 408 0 0 816 818 378 788 846 342 Stage 1 ------386386-430430- Stage 2 ------430432-358416- 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 1215 - - 1151 - - 296 311 669 309 299 701 Stage 1 ------637610-603583- Stage 2 ------603582-660592- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1215 - - 1151 - - 276 298 669 259 287 701 Mov Cap-2 Maneuver ------276298-259287- Stage 1 ------635608-580561- Stage 2 ------570560-579590- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.08 0.94 18.89 16.58 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 402 1215 - - 1151 - - 335 HCM Lane V/C Ratio 0.359 0.003 - - 0.038 - - 0.072 HCM Ctrl Dly (s/v) 18.9 8 - - 8.3 - - 16.6 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 1.6 0 - - 0.1 - - 0.2 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 96 16 232 4 36 48 316 1132 4 16 892 28 Future Volume (vph) 96 16 232 4 36 48 316 1132 4 16 892 28 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.860 0.914 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1475 0 1630 1568 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.640 0.235 0.271 0.243 Satd. Flow (perm) 1098 1475 0 403 1568 0 465 3257 0 417 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 228 43 1 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 96 16 232 4 36 48 316 1132 4 16 892 28 Shared Lane Traffic (%) Lane Group Flow (vph) 96 248 0 4 84 0 316 1136 0 16 892 28 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 17.0 17.0 17.0 17.0 113.5 109.0 102.6 96.8 96.8 Actuated g/C Ratio 0.12 0.12 0.12 0.12 0.81 0.78 0.73 0.69 0.69 v/c Ratio 0.72 0.65 0.08 0.37 0.67 0.45 0.05 0.40 0.03 Control Delay (s/veh) 86.6 17.3 54.3 32.7 10.9 7.2 4.3 10.6 0.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 86.6 17.3 54.3 32.7 10.9 7.2 4.3 10.6 0.8 LOS FB DC BA ABA Approach Delay (s/veh) 36.6 33.7 8.0 10.2 Approach LOS D C A B Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 13.1 Intersection LOS: B Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 96 156 92 76 304 140 144 884 72 140 916 172 Future Volume (vph) 96 156 92 76 304 140 144 884 72 140 916 172 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.944 0.850 0.989 0.976 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1620 0 1630 1716 1458 1630 3224 0 1630 3182 0 Flt Permitted 0.210 0.443 0.160 0.211 Satd. Flow (perm) 360 1620 0 760 1716 1458 275 3224 0 362 3182 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 140 7 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 96 156 92 76 304 140 144 884 72 140 916 172 Shared Lane Traffic (%) Lane Group Flow (vph) 96 248 0 76 304 140 144 956 0 140 1088 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 46.9 36.5 38.2 32.2 32.2 87.7 76.8 86.2 76.1 Actuated g/C Ratio 0.31 0.24 0.26 0.22 0.22 0.59 0.51 0.58 0.51 v/c Ratio 0.48 0.60 0.33 0.82 0.33 0.56 0.58 0.48 0.67 Control Delay (s/veh) 43.0 50.8 39.3 73.6 8.3 22.4 28.2 19.3 30.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 43.0 50.8 39.3 73.6 8.3 22.4 28.2 19.3 30.9 LOS D D D E A C C B C Approach Delay (s/veh) 48.6 51.0 27.4 29.6 Approach LOS DDCC Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay (s/veh): 34.4 Intersection LOS: C Intersection Capacity Utilization 81.9% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 6.1 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 252 364 100 356 Demand Flow Rate, veh/h 256 372 102 364 Vehicles Circulating, veh/h 327 102 436 233 Vehicles Exiting, veh/h 270 436 147 241 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.3 5.7 5.3 6.7 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 256 372 102 364 Cap Entry Lane, veh/h 989 1244 885 1088 Entry HV Adj Factor 0.983 0.980 0.982 0.979 Flow Entry, veh/h 252 364 100 356 Cap Entry, veh/h 971 1218 869 1065 V/C Ratio 0.259 0.299 0.115 0.335 Control Delay, s/veh 6.3 5.7 5.3 6.7 LOS AAAA 95th %tile Queue, veh 1101 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 10.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 112 8 36 212 68 32 68 48 48 92 4 Future Vol, veh/h 4 112 8 36 212 68 32 68 48 48 92 4 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 4 112 8 36 212 68 32 68 48 48 92 4 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.2 11.2 9.5 9.7 HCM LOSABAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 22% 3% 11% 33% Vol Thru, % 46% 90% 67% 64% Vol Right, % 32% 6% 22% 3% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 148 124 316 144 LT Vol 32 4 36 48 Through Vol 68 112 212 92 RT Vol 48 8 68 4 Lane Flow Rate 148 124 316 144 Geometry Grp 1111 Degree of Util (X) 0.207 0.174 0.415 0.209 Departure Headway (Hd) 5.037 5.038 4.727 5.237 Convergence, Y/N Yes Yes Yes Yes Cap 704 704 755 678 Service Time 3.128 3.125 2.796 3.33 HCM Lane V/C Ratio 0.21 0.176 0.419 0.212 HCM Control Delay, s/veh 9.5 9.2 11.2 9.7 HCM Lane LOS AABA HCM 95th-tile Q 0.8 0.6 2.1 0.8 HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 32 0 1412 1120 32 Future Vol, veh/h 0 32 0 1412 1120 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 32 0 1412 1120 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 576 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 460 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 460 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 13.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 460 - - HCM Lane V/C Ratio - 0.069 - - HCM Ctrl Dly (s/v) - 13.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 116 0 0 4 92 1408 8 8 1140 4 Future Vol, veh/h 0 0 116 0 0 4 92 1408 8 8 1140 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 116 0 0 4 92 1408 8 8 1140 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 572 - - 708 1144 0 0 1416 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 0 463 0 0 377 606 - - 477 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 463 - - 377 606 - - 477 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 15.35 14.65 0.73 0.09 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 606 - - 463 377 477 - - HCM Lane V/C Ratio 0.152 - - 0.25 0.011 0.017 - - HCM Ctrl Dly (s/v) 12 - - 15.3 14.6 12.7 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 0.5 - - 1 0 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 5.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 48 128 152 116 108 40 Future Vol, veh/h 48 128 152 116 108 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 48 128 152 116 108 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 548 128 148 0 - 0 Stage 1 128 ----- Stage 2 420 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 497 922 1434 - - - Stage 1 898 ----- Stage 2 663 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 441 922 1434 - - - Mov Cap-2 Maneuver 441 ----- Stage 1 796 ----- Stage 2 663 ----- Approach EB NB SB HCM Ctrl Dly, s/v 11.73 4.43 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1021 - 711 - - HCM Lane V/C Ratio 0.106 - 0.248 - - HCM Ctrl Dly (s/v) 7.8 0 11.7 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.4 - 1 - - HCM 7th TWSC 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 3 Gallatin Center 11:49 am 05/15/2025 Ex 2025 PM Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 320 56 92 496 24 80 8 64 8 4 4 Future Vol, veh/h 20 320 56 92 496 24 80 8 64 8 4 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 150 - - 150 -------- 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 20 320 56 92 496 24 80 8 64 8 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 520 0 0 376 0 0 1070 1092 348 1056 1108 508 Stage 1 ------388388-692692- Stage 2 ------682704-364416- 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 1046 - - 1182 - - 199 215 695 203 210 565 Stage 1 ------636609-434445- Stage 2 ------440440-655592- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1046 - - 1182 - - 175 194 695 161 190 565 Mov Cap-2 Maneuver ------175194-161190- Stage 1 ------624597-400410- Stage 2 ------399405-575581- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.43 1.25 37.28 24.02 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 258 1046 - - 1182 - - 205 HCM Lane V/C Ratio 0.59 0.019 - - 0.078 - - 0.078 HCM Ctrl Dly (s/v) 37.3 8.5 - - 8.3 - - 24 HCM Lane LOS E A - - A - - C HCM 95th %tile Q(veh) 3.4 0.1 - - 0.3 - - 0.3 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 37 4 106 4 0 12 66 787 4 41 1206 17 Future Volume (vph) 37 4 106 4 0 12 66 787 4 41 1206 17 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.855 0.850 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1467 0 1630 1458 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.750 0.421 0.210 0.342 Satd. Flow (perm) 1287 1467 0 722 1458 0 360 3257 0 587 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 106 283 1 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 37 4 106 4 0 12 66 787 4 41 1206 17 Shared Lane Traffic (%) Lane Group Flow (vph) 37 110 0 4 12 0 66 791 0 41 1206 17 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 9.5 9.5 9.5 9.5 117.3 112.1 116.7 111.8 111.8 Actuated g/C Ratio 0.07 0.07 0.07 0.07 0.84 0.80 0.83 0.80 0.80 v/c Ratio 0.43 0.56 0.08 0.03 0.18 0.30 0.08 0.46 0.01 Control Delay (s/veh) 76.4 22.7 62.5 0.2 2.8 4.5 2.0 5.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 76.4 22.7 62.5 0.2 2.8 4.5 2.0 5.8 0.0 LOS ECEAAAAAA Approach Delay (s/veh) 36.2 15.8 4.4 5.6 Approach LOS D B A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay (s/veh): 7.2 Intersection LOS: A Intersection Capacity Utilization 61.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 456 58 54 311 17 62 54 79 8 112 8 Future Volume (vph) 4 456 58 54 311 17 62 54 79 8 112 8 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.983 0.992 0.911 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1687 0 1630 1702 0 1630 1563 0 1630 1699 0 Flt Permitted 0.562 0.405 0.680 0.672 Satd. Flow (perm) 964 1687 0 695 1702 0 1167 1563 0 1153 1699 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 17 7 79 8 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 1483 Travel Time (s) 28.4 11.6 29.7 33.7 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) 4 456 58 54 311 17 62 54 79 8 112 8 Shared Lane Traffic (%) Lane Group Flow (vph) 4 514 0 54 328 0 62 133 0 8 120 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 14.3 14.3 14.3 14.3 7.7 7.7 7.7 7.7 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.24 0.24 0.24 0.24 v/c Ratio 0.01 0.68 0.18 0.43 0.22 0.31 0.03 0.29 Control Delay (s/veh) 5.3 12.4 7.3 8.2 13.0 7.9 10.6 12.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 5.3 12.4 7.3 8.2 13.0 7.9 10.6 12.4 LOS ABAABABB Approach Delay (s/veh) 12.3 8.1 9.5 12.3 Approach LOS BAAB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 32.2 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay (s/veh): 10.6 Intersection LOS: B Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 21: 27th Ave/Thomas & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 137 220 128 50 186 75 66 439 62 95 850 133 Future Volume (vph) 137 220 128 50 186 75 66 439 62 95 850 133 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.945 0.850 0.981 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1621 0 1630 1716 1458 1630 3198 0 1630 3195 0 Flt Permitted 0.397 0.269 0.215 0.415 Satd. Flow (perm) 681 1621 0 462 1716 1458 369 3198 0 712 3195 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 88 13 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 137 220 128 50 186 75 66 439 62 95 850 133 Shared Lane Traffic (%) Lane Group Flow (vph) 137 348 0 50 186 75 66 501 0 95 983 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 45.8 37.0 35.9 29.9 29.9 87.9 79.9 90.5 82.9 Actuated g/C Ratio 0.31 0.25 0.24 0.20 0.20 0.59 0.53 0.61 0.55 v/c Ratio 0.49 0.84 0.32 0.54 0.21 0.23 0.29 0.20 0.55 Control Delay (s/veh) 43.6 67.2 39.4 57.9 6.7 15.3 21.0 14.1 25.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 43.6 67.2 39.4 57.9 6.7 15.3 21.0 14.1 25.2 LOS DE DEABC BC Approach Delay (s/veh) 60.6 42.6 20.3 24.2 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay (s/veh): 32.9 Intersection LOS: C Intersection Capacity Utilization 76.2% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: Thomas/27th Ave & Cattail 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 3.7 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 51 51 208 Demand Flow Rate, veh/h 52 52 212 Vehicles Circulating, veh/h 42 106 10 Vehicles Exiting, veh/h 116 116 84 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.1 3.3 4.0 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 52 52 212 Cap Entry Lane, veh/h 1322 1238 1366 Entry HV Adj Factor 0.981 0.984 0.981 Flow Entry, veh/h 51 51 208 Cap Entry, veh/h 1297 1219 1340 V/C Ratio 0.039 0.042 0.155 Control Delay, s/veh 3.1 3.3 4.0 LOS AAA 95th %tile Queue, veh 0 0 1 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 3.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 176 95 46 33 Demand Flow Rate, veh/h 179 97 46 33 Vehicles Circulating, veh/h 37 37 133 67 Vehicles Exiting, veh/h 63 142 83 67 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.9 3.3 3.3 3.0 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 179 97 46 33 Cap Entry Lane, veh/h 1329 1329 1205 1289 Entry HV Adj Factor 0.983 0.980 0.993 0.995 Flow Entry, veh/h 176 95 46 33 Cap Entry, veh/h 1306 1302 1196 1283 V/C Ratio 0.135 0.073 0.038 0.026 Control Delay, s/veh 3.9 3.3 3.3 3.0 LOS AAAA 95th %tile Queue, veh 0000 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 7.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 62 25 4 54 21 8 37 50 37 62 17 Future Vol, veh/h 4 62 25 4 54 21 8 37 50 37 62 17 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 46225 45421 83750376217 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 7.9 7.8 7.7 8.1 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 8% 4% 5% 32% Vol Thru, % 39% 68% 68% 53% Vol Right, % 53% 27% 27% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 95 91 79 116 LT Vol 8 4 4 37 Through Vol 37 62 54 62 RT Vol 50252117 Lane Flow Rate 95 91 79 116 Geometry Grp 1111 Degree of Util (X) 0.109 0.11 0.096 0.142 Departure Headway (Hd) 4.145 4.334 4.353 4.392 Convergence, Y/N Yes Yes Yes Yes Cap 866 829 825 819 Service Time 2.163 2.35 2.371 2.408 HCM Lane V/C Ratio 0.11 0.11 0.096 0.142 HCM Control Delay, s/veh 7.7 7.9 7.8 8.1 HCM Lane LOS AAAA HCM 95th-tile Q 0.4 0.4 0.3 0.5 HCM 7th TWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA 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 0 0 0 0 0 33 0 33 0 83 83 0 Future Vol, veh/h 0 0 0 0 0 33 0 33 0 83 83 0 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 ------------ 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 0 0 0 33 0 33 0 83 83 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 282 282 83 282 282 33 83 0 0 33 0 0 Stage 1 249 249 - 33 33 ------- Stage 2 33 33 - 249 249 ------- 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 670 627 976 670 627 1041 1514 - - 1579 - - Stage 1 755 701 - 983 868 ------- Stage 2 983 868 - 755 701 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 613 592 976 633 592 1041 1514 - - 1579 - - Mov Cap-2 Maneuver 613 592 - 633 592 ------- Stage 1 713 662 - 983 868 ------- Stage 2 952 868 - 713 662 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 8.57 0 3.7 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1514 - - - 1041 900 - - HCM Lane V/C Ratio ----0.0320.053-- HCM Ctrl Dly (s/v) 0 - - 0 8.6 7.4 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - - 0.1 0.2 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 25 0 870 1305 62 Future Vol, veh/h 0 25 0 870 1305 62 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 25 0 870 1305 62 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 684 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 391 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 391 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 14.82 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 391 - - HCM Lane V/C Ratio - 0.064 - - HCM Ctrl Dly (s/v) - 14.8 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 3 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 0 0 62 0 0 4 21 866 8 25 1297 8 Future Vol, veh/h 0 0 62 0 0 4 21 866 8 25 1297 8 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 62 0 0 4 21 866 8 25 1297 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 653 - - 437 1305 0 0 874 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 0 410 0 0 567 526 - - 768 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 410 - - 567 526 - - 768 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 15.33 11.39 0.28 0.19 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 526 - - 410 567 768 - - HCM Lane V/C Ratio 0.04 - - 0.151 0.007 0.033 - - HCM Ctrl Dly (s/v) 12.1 - - 15.3 11.4 9.8 - - HCM Lane LOS B - - C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 4 No Build 11:52 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 25 108 29 54 99 17 Future Vol, veh/h 25 108 29 54 99 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 108 29 54 99 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 220 108 116 0 - 0 Stage 1 108 ----- Stage 2 112 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 769 946 1473 - - - Stage 1 917 ----- Stage 2 913 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 753 946 1473 - - - Mov Cap-2 Maneuver 753 ----- Stage 1 898 ----- Stage 2 913 ----- Approach EB NB SB HCM Ctrl Dly, s/v 9.67 2.62 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 629 - 903 - - HCM Lane V/C Ratio 0.02 - 0.147 - - HCM Ctrl Dly (s/v) 7.5 0 9.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 41 12 212 4 70 21 294 961 29 25 912 17 Future Volume (vph) 41 12 212 4 70 21 294 961 29 25 912 17 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.858 0.965 0.996 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1472 0 1630 1656 0 1630 3247 0 1630 3260 1458 Flt Permitted 0.566 0.328 0.273 0.289 Satd. Flow (perm) 971 1472 0 563 1656 0 468 3247 0 496 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 212 10 4 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 41 12 212 4 70 21 294 961 29 25 912 17 Shared Lane Traffic (%) Lane Group Flow (vph) 41 224 0 4 91 0 294 990 0 25 912 17 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 12.2 12.2 12.2 12.2 118.2 111.7 108.5 102.6 102.6 Actuated g/C Ratio 0.09 0.09 0.09 0.09 0.84 0.80 0.78 0.73 0.73 v/c Ratio 0.49 0.70 0.08 0.59 0.61 0.38 0.06 0.38 0.02 Control Delay (s/veh) 78.6 21.0 59.8 69.7 8.0 5.4 3.0 8.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 78.6 21.0 59.8 69.7 8.0 5.4 3.0 8.1 0.0 LOS ECEEAAAAA Approach Delay (s/veh) 29.9 69.2 6.0 7.8 Approach LOS C E A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 11.4 Intersection LOS: B Intersection Capacity Utilization 72.1% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 361 62 46 352 4 66 120 79 12 97 8 Future Volume (vph) 4 361 62 46 352 4 66 120 79 12 97 8 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.978 0.998 0.940 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1678 0 1630 1712 0 1630 1613 0 1630 1697 0 Flt Permitted 0.548 0.489 0.689 0.633 Satd. Flow (perm) 940 1678 0 839 1712 0 1182 1613 0 1086 1697 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 22 1 79 8 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 1483 Travel Time (s) 28.4 11.6 29.7 33.7 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) 4 361 62 46 352 4 66 120 79 12 97 8 Shared Lane Traffic (%) Lane Group Flow (vph) 4 423 0 46 356 0 66 199 0 12 105 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.3 12.3 12.3 12.3 8.3 8.3 8.3 8.3 Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.27 0.27 0.27 0.27 v/c Ratio 0.01 0.63 0.14 0.53 0.21 0.41 0.04 0.23 Control Delay (s/veh) 6.3 12.1 7.6 10.7 11.5 9.3 9.8 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.3 12.1 7.6 10.7 11.5 9.3 9.8 10.5 LOS ABABBAAB Approach Delay (s/veh) 12.1 10.3 9.9 10.4 Approach LOS BBAB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 31 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 10.9 Intersection LOS: B Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: 27th Ave/Thomas & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 157 149 95 199 120 112 837 95 162 1106 124 Future Volume (vph) 112 157 149 95 199 120 112 837 95 162 1106 124 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.927 0.850 0.985 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1590 0 1630 1716 1458 1630 3211 0 1630 3211 0 Flt Permitted 0.338 0.268 0.136 0.223 Satd. Flow (perm) 580 1590 0 460 1716 1458 233 3211 0 383 3211 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 34 120 10 10 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 112 157 149 95 199 120 112 837 95 162 1106 124 Shared Lane Traffic (%) Lane Group Flow (vph) 112 306 0 95 199 120 112 932 0 162 1230 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 42.3 31.8 33.2 27.2 27.2 90.7 80.1 92.8 81.2 Actuated g/C Ratio 0.28 0.21 0.22 0.18 0.18 0.61 0.54 0.62 0.54 v/c Ratio 0.47 0.84 0.64 0.64 0.33 0.47 0.54 0.49 0.70 Control Delay (s/veh) 45.8 69.2 61.2 65.0 9.8 18.3 25.5 16.8 29.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 45.8 69.2 61.2 65.0 9.8 18.3 25.5 16.8 29.8 LOS DE EEABC BC Approach Delay (s/veh) 63.0 48.1 24.8 28.3 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay (s/veh): 34.1 Intersection LOS: C Intersection Capacity Utilization 85.5% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: Thomas/27th Ave & Cattail 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 3.8 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 126 126 186 Demand Flow Rate, veh/h 128 128 190 Vehicles Circulating, veh/h 118 95 10 Vehicles Exiting, veh/h 105 105 236 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.9 3.8 3.8 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 128 128 190 Cap Entry Lane, veh/h 1223 1252 1366 Entry HV Adj Factor 0.984 0.982 0.980 Flow Entry, veh/h 126 126 186 Cap Entry, veh/h 1204 1230 1338 V/C Ratio 0.105 0.102 0.139 Control Delay, s/veh 3.9 3.8 3.8 LOS AAA 95th %tile Queue, veh 0 0 0 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 5.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 192 287 149 311 Demand Flow Rate, veh/h 196 292 152 317 Vehicles Circulating, veh/h 313 157 344 110 Vehicles Exiting, veh/h 114 339 165 339 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.5 5.4 5.3 5.3 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 196 292 152 317 Cap Entry Lane, veh/h 1003 1176 972 1233 Entry HV Adj Factor 0.978 0.983 0.982 0.981 Flow Entry, veh/h 192 287 149 311 Cap Entry, veh/h 981 1156 954 1210 V/C Ratio 0.195 0.248 0.156 0.257 Control Delay, s/veh 5.5 5.4 5.3 5.3 LOS AAAA 95th %tile Queue, veh 1111 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 149 21 29 186 50 25 58 21 25 54 8 Future Vol, veh/h 4 149 21 29 186 50 25 58 21 25 54 8 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 4 149 21 29 186 50 25 58 21 25 54 8 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.1 9.8 8.9 8.9 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 24% 2% 11% 29% Vol Thru, % 56% 86% 70% 62% Vol Right, % 20% 12% 19% 9% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 104 174 265 87 LT Vol 25 4 29 25 Through Vol 58 149 186 54 RT Vol 212150 8 Lane Flow Rate 104 174 265 87 Geometry Grp 1111 Degree of Util (X) 0.144 0.225 0.333 0.123 Departure Headway (Hd) 4.982 4.648 4.525 5.081 Convergence, Y/N Yes Yes Yes Yes Cap 716 769 792 701 Service Time 3.044 2.699 2.571 3.144 HCM Lane V/C Ratio 0.145 0.226 0.335 0.124 HCM Control Delay, s/veh 8.9 9.1 9.8 8.9 HCM Lane LOS AAAA HCM 95th-tile Q 0.5 0.9 1.5 0.4 HCM 7th TWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA 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 0 0 0 0 0 62 0 62 0 104 104 0 Future Vol, veh/h 0 0 0 0 0 62 0 62 0 104 104 0 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 ------------ 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 0 0 0 62 0 62 0 104 104 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 374 374 104 374 374 62 104 0 0 62 0 0 Stage 1 312 312 - 62 62 ------- Stage 2 62 62 - 312 312 ------- 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 583 557 951 583 557 1003 1488 - - 1541 - - Stage 1 699 658 - 949 843 ------- Stage 2 949 843 - 699 658 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 508 517 951 541 517 1003 1488 - - 1541 - - Mov Cap-2 Maneuver 508 517 - 541 517 ------- Stage 1 648 610 - 949 843 ------- Stage 2 890 843 - 648 610 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 8.83 0 3.75 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1488 - - - 1003 900 - - HCM Lane V/C Ratio ----0.0620.067-- HCM Ctrl Dly (s/v) 0 - - 0 8.8 7.5 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - - 0.2 0.2 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 29 0 1322 1256 46 Future Vol, veh/h 0 29 0 1322 1256 46 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 29 0 1322 1256 46 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 651 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 411 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 411 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 14.42 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 411 - - HCM Lane V/C Ratio - 0.071 - - HCM Ctrl Dly (s/v) - 14.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 128 0 0 8 128 1314 12 12 1268 4 Future Vol, veh/h 0 0 128 0 0 8 128 1314 12 12 1268 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 128 0 0 8 128 1314 12 12 1268 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 636 - - 663 1272 0 0 1326 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 0 421 0 0 404 542 - - 517 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 421 - - 404 542 - - 517 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 17.26 14.1 1.2 0.11 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 542 - - 421 404 517 - - HCM Lane V/C Ratio 0.236 - - 0.304 0.02 0.023 - - HCM Ctrl Dly (s/v) 13.7 - - 17.3 14.1 12.1 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 0.9 - - 1.3 0.1 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 5 No Build 11:54 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 33 95 120 112 91 21 Future Vol, veh/h 33 95 120 112 91 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 95 120 112 91 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 454 102 112 0 - 0 Stage 1 102 ----- Stage 2 352 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 564 954 1478 - - - Stage 1 923 ----- Stage 2 712 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 515 954 1478 - - - Mov Cap-2 Maneuver 515 ----- Stage 1 843 ----- Stage 2 712 ----- Approach EB NB SB HCM Ctrl Dly, s/v 10.5 3.96 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 931 - 782 - - HCM Lane V/C Ratio 0.081 - 0.164 - - HCM Ctrl Dly (s/v) 7.7 0 10.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.3 - 0.6 - - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 99 17 171 4 37 50 258 1173 4 17 924 29 Future Volume (vph) 99 17 171 4 37 50 258 1173 4 17 924 29 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.864 0.914 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1482 0 1630 1568 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.630 0.277 0.262 0.227 Satd. Flow (perm) 1081 1482 0 475 1568 0 450 3257 0 389 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 171 43 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 99 17 171 4 37 50 258 1173 4 17 924 29 Shared Lane Traffic (%) Lane Group Flow (vph) 99 188 0 4 87 0 258 1177 0 17 924 29 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 17.3 17.3 17.3 17.3 113.2 108.7 103.7 97.9 97.9 Actuated g/C Ratio 0.12 0.12 0.12 0.12 0.81 0.78 0.74 0.70 0.70 v/c Ratio 0.74 0.56 0.07 0.38 0.57 0.47 0.05 0.41 0.03 Control Delay (s/veh) 88.9 16.6 52.8 33.4 8.8 7.5 4.3 10.4 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 88.9 16.6 52.8 33.4 8.8 7.5 4.3 10.4 0.9 LOS FB DC AA ABA Approach Delay (s/veh) 41.6 34.3 7.8 10.0 Approach LOS D C A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 12.9 Intersection LOS: B Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 21 332 58 95 514 25 83 147 66 8 126 4 Future Volume (vph) 21 332 58 95 514 25 83 147 66 8 126 4 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.978 0.993 0.954 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1678 0 1630 1704 0 1630 1637 0 1630 1707 0 Flt Permitted 0.369 0.522 0.674 0.625 Satd. Flow (perm) 633 1678 0 896 1704 0 1156 1637 0 1072 1707 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 23 6 59 4 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 1483 Travel Time (s) 28.4 11.6 29.7 33.7 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) 21 332 58 95 514 25 83 147 66 8 126 4 Shared Lane Traffic (%) Lane Group Flow (vph) 21 390 0 95 539 0 83 213 0 8 130 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave/Thomas & Baxter 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 15.3 15.3 15.3 15.3 9.0 9.0 9.0 9.0 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.26 0.26 0.26 0.26 v/c Ratio 0.08 0.52 0.24 0.71 0.28 0.46 0.03 0.29 Control Delay (s/veh) 7.4 10.0 8.7 15.9 13.2 11.6 10.0 12.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 7.4 10.0 8.7 15.9 13.2 11.6 10.0 12.3 LOS AAABBBAB Approach Delay (s/veh) 9.9 14.9 12.1 12.1 Approach LOS ABBB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 34.6 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 12.7 Intersection LOS: B Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 21: 27th Ave/Thomas & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 99 162 95 79 315 145 149 916 75 145 949 178 Future Volume (vph) 99 162 95 79 315 145 149 916 75 145 949 178 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.945 0.850 0.989 0.976 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1621 0 1630 1716 1458 1630 3224 0 1630 3182 0 Flt Permitted 0.206 0.434 0.142 0.196 Satd. Flow (perm) 353 1621 0 745 1716 1458 244 3224 0 336 3182 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 145 7 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 99 162 95 79 315 145 149 916 75 145 949 178 Shared Lane Traffic (%) Lane Group Flow (vph) 99 257 0 79 315 145 149 991 0 145 1127 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 48.1 37.7 39.2 33.2 33.2 87.0 75.6 84.7 74.5 Actuated g/C Ratio 0.32 0.25 0.26 0.22 0.22 0.58 0.51 0.57 0.50 v/c Ratio 0.49 0.61 0.34 0.83 0.33 0.60 0.61 0.52 0.71 Control Delay (s/veh) 42.6 50.2 38.8 72.8 8.1 27.1 29.6 22.2 33.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.6 50.2 38.8 72.8 8.1 27.1 29.6 22.2 33.1 LOS DD DEACC CC Approach Delay (s/veh) 48.1 50.4 29.3 31.8 Approach LOS DDCC Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay (s/veh): 35.7 Intersection LOS: D Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: Thomas/27th Ave & Cattail 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 4.1 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 149 149 244 Demand Flow Rate, veh/h 152 152 248 Vehicles Circulating, veh/h 142 124 10 Vehicles Exiting, veh/h 134 134 284 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 4.2 4.1 4.2 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 152 152 248 Cap Entry Lane, veh/h 1194 1216 1366 Entry HV Adj Factor 0.980 0.982 0.982 Flow Entry, veh/h 149 149 244 Cap Entry, veh/h 1170 1194 1341 V/C Ratio 0.127 0.125 0.182 Control Delay, s/veh 4.2 4.1 4.2 LOS AAA 95th %tile Queue, veh 0 0 1 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 5.7 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 192 307 103 369 Demand Flow Rate, veh/h 195 313 105 377 Vehicles Circulating, veh/h 338 105 381 169 Vehicles Exiting, veh/h 208 381 152 249 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.7 5.2 5.0 6.3 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 195 313 105 377 Cap Entry Lane, veh/h 978 1240 936 1161 Entry HV Adj Factor 0.984 0.980 0.983 0.980 Flow Entry, veh/h 192 307 103 369 Cap Entry, veh/h 962 1215 919 1138 V/C Ratio 0.199 0.252 0.112 0.325 Control Delay, s/veh 5.7 5.2 5.0 6.3 LOS AAAA 95th %tile Queue, veh 1101 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 10.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 116 8 37 220 70 33 70 50 50 95 4 Future Vol, veh/h 4 116 8 37 220 70 33 70 50 50 95 4 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 4 116 8 37 220 70 33 70 50 50 95 4 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.4 11.5 9.7 9.9 HCM LOSABAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 22% 3% 11% 34% Vol Thru, % 46% 91% 67% 64% Vol Right, % 33% 6% 21% 3% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 153 128 327 149 LT Vol 33 4 37 50 Through Vol 70 116 220 95 RT Vol 50 8 70 4 Lane Flow Rate 153 128 327 149 Geometry Grp 1111 Degree of Util (X) 0.22 0.185 0.433 0.223 Departure Headway (Hd) 5.186 5.202 4.762 5.389 Convergence, Y/N Yes Yes Yes Yes Cap 695 694 746 669 Service Time 3.198 3.202 2.86 3.402 HCM Lane V/C Ratio 0.22 0.184 0.438 0.223 HCM Control Delay, s/veh 9.7 9.4 11.5 9.9 HCM Lane LOS AABA HCM 95th-tile Q 0.8 0.7 2.2 0.8 HCM 7th TWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA 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 0 0 0 0 0 50 0 50 0 62 62 0 Future Vol, veh/h 0 0 0 0 0 50 0 50 0 62 62 0 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 ------------ 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 0 0 0 50 0 50 0 62 62 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 236 236 62 236 236 50 62 0 0 50 0 0 Stage 1 186 186 - 50 50 ------- Stage 2 50 50 - 186 186 ------- 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 718 665 1003 718 665 1018 1541 - - 1557 - - Stage 1 816 746 - 963 853 ------- Stage 2 963 853 - 816 746 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 655 637 1003 689 637 1018 1541 - - 1557 - - Mov Cap-2 Maneuver 655 637 - 689 637 ------- Stage 1 782 715 - 963 853 ------- Stage 2 916 853 - 782 715 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 8.72 0 3.7 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1541 - - - 1018 900 - - HCM Lane V/C Ratio ----0.0490.04-- HCM Ctrl Dly (s/v) 0 - - 0 8.7 7.4 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - - 0.2 0.1 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 33 0 1463 1160 33 Future Vol, veh/h 0 33 0 1463 1160 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 0 1463 1160 33 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 597 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 446 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 446 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 13.71 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 446 - - HCM Lane V/C Ratio - 0.074 - - HCM Ctrl Dly (s/v) - 13.7 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 120 0 0 4 95 1459 8 8 1181 4 Future Vol, veh/h 0 0 120 0 0 4 95 1459 8 8 1181 4 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 120 0 0 4 95 1459 8 8 1181 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 593 - - 734 1185 0 0 1467 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 0 449 0 0 363 585 - - 456 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 449 - - 363 585 - - 456 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 15.91 15.03 0.75 0.09 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 585 - - 449 363 456 - - HCM Lane V/C Ratio 0.162 - - 0.267 0.011 0.018 - - HCM Ctrl Dly (s/v) 12.3 - - 15.9 15 13 - - HCM Lane LOS B - - C C B - - HCM 95th %tile Q(veh) 0.6 - - 1.1 0 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 6 No Build 11:55 am 05/15/2025 2027 PM Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 5.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 50 133 157 120 112 41 Future Vol, veh/h 50 133 157 120 112 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 50 133 157 120 112 41 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 567 133 153 0 - 0 Stage 1 133 ----- Stage 2 434 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 485 917 1428 - - - Stage 1 894 ----- Stage 2 653 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 428 917 1428 - - - Mov Cap-2 Maneuver 428 ----- Stage 1 788 ----- Stage 2 653 ----- Approach EB NB SB HCM Ctrl Dly, s/v 11.97 4.44 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1020 - 699 - - HCM Lane V/C Ratio 0.11 - 0.262 - - HCM Ctrl Dly (s/v) 7.8 0 12 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.4 - 1 - - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 54 5 108 4 0 12 66 787 4 41 1212 17 Future Volume (vph) 54 5 108 4 0 12 66 787 4 41 1212 17 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.857 0.850 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1470 0 1630 1458 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.750 0.432 0.206 0.340 Satd. Flow (perm) 1287 1470 0 741 1458 0 353 3257 0 583 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 108 283 1 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 54 5 108 4 0 12 66 787 4 41 1212 17 Shared Lane Traffic (%) Lane Group Flow (vph) 54 113 0 4 12 0 66 791 0 41 1212 17 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 11.2 11.2 11.2 11.2 115.6 110.3 114.9 109.9 109.9 Actuated g/C Ratio 0.08 0.08 0.08 0.08 0.83 0.79 0.82 0.79 0.79 v/c Ratio 0.52 0.52 0.07 0.03 0.19 0.31 0.08 0.47 0.01 Control Delay (s/veh) 78.6 20.2 59.3 0.2 3.3 5.2 2.4 6.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 78.6 20.2 59.3 0.2 3.3 5.2 2.4 6.7 0.0 LOS ECEAAAAAA Approach Delay (s/veh) 39.1 14.9 5.0 6.4 Approach LOS D B A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay (s/veh): 8.3 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 456 58 54 311 17 62 56 79 8 118 17 Future Volume (vph) 7 456 58 54 311 17 62 56 79 8 118 17 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.983 0.992 0.912 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1687 0 1630 1702 0 1630 1565 0 1630 1683 0 Flt Permitted 0.562 0.404 0.671 0.671 Satd. Flow (perm) 964 1687 0 693 1702 0 1151 1565 0 1151 1683 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 17 7 79 17 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 763 Travel Time (s) 28.4 11.6 29.7 17.3 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) 7 456 58 54 311 17 62 56 79 8 118 17 Shared Lane Traffic (%) Lane Group Flow (vph) 7 514 0 54 328 0 62 135 0 8 135 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 14.3 14.3 14.3 14.3 7.8 7.8 7.8 7.8 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.24 0.24 0.24 0.24 v/c Ratio 0.02 0.68 0.18 0.43 0.22 0.31 0.03 0.32 Control Delay (s/veh) 5.6 12.7 7.4 8.4 12.9 7.9 10.5 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 5.6 12.7 7.4 8.4 12.9 7.9 10.5 12.1 LOS ABAABABB Approach Delay (s/veh) 12.6 8.2 9.5 12.0 Approach LOS BAAB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 32.4 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay (s/veh): 10.7 Intersection LOS: B Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 21: 27th Ave & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 137 220 128 50 186 76 66 453 62 100 888 133 Future Volume (vph) 137 220 128 50 186 76 66 453 62 100 888 133 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.945 0.850 0.982 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1621 0 1630 1716 1458 1630 3201 0 1630 3195 0 Flt Permitted 0.397 0.269 0.202 0.406 Satd. Flow (perm) 681 1621 0 462 1716 1458 347 3201 0 697 3195 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 88 13 14 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 137 220 128 50 186 76 66 453 62 100 888 133 Shared Lane Traffic (%) Lane Group Flow (vph) 137 348 0 50 186 76 66 515 0 100 1021 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 45.8 37.0 35.9 29.9 29.9 87.7 79.7 90.6 82.9 Actuated g/C Ratio 0.31 0.25 0.24 0.20 0.20 0.59 0.53 0.61 0.55 v/c Ratio 0.49 0.84 0.32 0.54 0.21 0.24 0.30 0.21 0.57 Control Delay (s/veh) 43.6 67.2 39.4 57.9 7.0 15.5 21.2 14.2 25.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 43.6 67.2 39.4 57.9 7.0 15.5 21.2 14.2 25.8 LOS DE DEABC BC Approach Delay (s/veh) 60.6 42.5 20.6 24.8 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay (s/veh): 32.9 Intersection LOS: C Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: 27th Ave & Cattail 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 3.7 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 59 55 209 Demand Flow Rate, veh/h 60 56 213 Vehicles Circulating, veh/h 46 106 10 Vehicles Exiting, veh/h 116 117 96 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.1 3.3 4.0 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 60 56 213 Cap Entry Lane, veh/h 1317 1238 1366 Entry HV Adj Factor 0.983 0.984 0.981 Flow Entry, veh/h 59 55 209 Cap Entry, veh/h 1295 1219 1340 V/C Ratio 0.046 0.045 0.156 Control Delay, s/veh 3.1 3.3 4.0 LOS AAA 95th %tile Queue, veh 0 0 1 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 3.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 181 95 76 35 Demand Flow Rate, veh/h 184 97 77 35 Vehicles Circulating, veh/h 39 52 137 75 Vehicles Exiting, veh/h 71 162 86 74 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.9 3.4 3.6 3.0 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 184 97 77 35 Cap Entry Lane, veh/h 1326 1309 1200 1278 Entry HV Adj Factor 0.983 0.980 0.981 0.994 Flow Entry, veh/h 181 95 76 35 Cap Entry, veh/h 1304 1283 1177 1271 V/C Ratio 0.139 0.074 0.064 0.027 Control Delay, s/veh 3.9 3.4 3.6 3.0 LOS AAAA 95th %tile Queue, veh 0000 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 7.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 62 25 5 54 21 10 40 51 37 63 17 Future Vol, veh/h 46225 55421104051376317 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 4 62 25 5 54 21 10 40 51 37 63 17 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 7.9 7.9 7.7 8.2 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 10% 4% 6% 32% Vol Thru, % 40% 68% 68% 54% Vol Right, % 50% 27% 26% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 101 91 80 117 LT Vol 10 4 5 37 Through Vol 40 62 54 63 RT Vol 51252117 Lane Flow Rate 101 91 80 117 Geometry Grp 1111 Degree of Util (X) 0.117 0.11 0.097 0.143 Departure Headway (Hd) 4.166 4.35 4.374 4.402 Convergence, Y/N Yes Yes Yes Yes Cap 863 825 821 817 Service Time 2.181 2.369 2.392 2.418 HCM Lane V/C Ratio 0.117 0.11 0.097 0.143 HCM Control Delay, s/veh 7.7 7.9 7.9 8.2 HCM Lane LOS AAAA HCM 95th-tile Q 0.4 0.4 0.3 0.5 HCM 7th TWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 1 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 7 34 0 2 33 18 33 0 83 83 2 Future Vol, veh/h 30 7 34 0 2 33 18 33 0 83 83 2 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 ------------ 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 30 734 0 2331833 08383 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 320 319 84 322 320 33 85 0 0 33 0 0 Stage 1 250 250 - 69 69 ------- Stage 2 70 69 - 253 251 ------- 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 633 598 975 631 597 1041 1512 - - 1579 - - Stage 1 754 700 - 941 837 ------- Stage 2 940 837 - 752 699 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 570 558 975 562 557 1041 1512 - - 1579 - - Mov Cap-2 Maneuver 570 558 - 562 557 ------- Stage 1 712 661 - 930 827 ------- Stage 2 897 827 - 678 661 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 10.64 8.76 2.62 3.66 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 635 - - 710 991 885 - - HCM Lane V/C Ratio 0.012 - - 0.1 0.035 0.053 - - HCM Ctrl Dly (s/v) 7.4 0 - 10.6 8.8 7.4 0 - HCM Lane LOS A A -BAAA - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.2 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 32 0 870 1311 64 Future Vol, veh/h 0 32 0 870 1311 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 32 0 870 1311 64 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 688 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 389 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 389 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 15.08 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 389 - - HCM Lane V/C Ratio - 0.082 - - HCM Ctrl Dly (s/v) - 15.1 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.3 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 96 0 0 4 35 866 8 25 1306 12 Future Vol, veh/h 0 0 96 0 0 4 35 866 8 25 1306 12 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 96 0 0 4 35 866 8 25 1306 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 659 - - 437 1318 0 0 874 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 0 406 0 0 567 520 - - 768 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 406 - - 567 520 - - 768 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 16.58 11.39 0.48 0.18 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 520 - - 406 567 768 - - HCM Lane V/C Ratio 0.067 - - 0.236 0.007 0.033 - - HCM Ctrl Dly (s/v) 12.4 - - 16.6 11.4 9.8 - - HCM Lane LOS B - - C B A - - HCM 95th %tile Q(veh) 0.2 - - 0.9 0 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 25 109 35 60 101 17 Future Vol, veh/h 25 109 35 60 101 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 109 35 60 101 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 240 110 118 0 - 0 Stage 1 110 ----- Stage 2 130 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 749 944 1470 - - - Stage 1 915 ----- Stage 2 896 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 730 944 1470 - - - Mov Cap-2 Maneuver 730 ----- Stage 1 893 ----- Stage 2 896 ----- Approach EB NB SB HCM Ctrl Dly, s/v 9.73 2.77 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 663 - 895 - - HCM Lane V/C Ratio 0.024 - 0.15 - - HCM Ctrl Dly (s/v) 7.5 0 9.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - HCM 7th TWSC 20: Cattail 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 145 2 0 49 0 5 Future Vol, veh/h 145 2 0 49 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 145 2 0 49 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 147 0 195 146 Stage 1 - - - - 146 - Stage 2 - - - - 49 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1435 - 794 901 Stage 1 - - - - 881 - Stage 2 - - - - 973 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1435 - 794 901 Mov Cap-2 Maneuver - - - - 794 - Stage 1 - - - - 881 - Stage 2 - - - - 973 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.02 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 901 - - 1435 - HCM Lane V/C Ratio 0.006 ---- HCM Ctrl Dly (s/v) 9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 7th TWSC 28: 27th Ave & Rawhide 12/19/2025 Scenario 81 With PH1 11:58 am 05/15/2025 2027 AM Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 15 4 41 5 1 104 Future Vol, veh/h 15 4 41 5 1 104 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 4 41 5 1 104 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 150 44 0 0 46 0 Stage 1 44 ----- Stage 2 106 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 842 1027 - - 1562 - Stage 1 979 ----- Stage 2 918 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 842 1027 - - 1562 - Mov Cap-2 Maneuver 842 ----- Stage 1 979 ----- Stage 2 918 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.21 0 0.07 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 875 1562 - HCM Lane V/C Ratio - - 0.022 0.001 - HCM Ctrl Dly (s/v) - - 9.2 7.3 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 49 13 213 4 70 21 294 961 29 25 921 17 Future Volume (vph) 49 13 213 4 70 21 294 961 29 25 921 17 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.859 0.965 0.996 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1474 0 1630 1656 0 1630 3247 0 1630 3260 1458 Flt Permitted 0.566 0.328 0.270 0.289 Satd. Flow (perm) 971 1474 0 563 1656 0 463 3247 0 496 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 10 4 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 49 13 213 4 70 21 294 961 29 25 921 17 Shared Lane Traffic (%) Lane Group Flow (vph) 49 226 0 4 91 0 294 990 0 25 921 17 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 12.2 12.2 12.2 12.2 118.2 111.6 108.4 102.5 102.5 Actuated g/C Ratio 0.09 0.09 0.09 0.09 0.84 0.80 0.77 0.73 0.73 v/c Ratio 0.58 0.70 0.08 0.59 0.61 0.38 0.06 0.39 0.02 Control Delay (s/veh) 86.3 21.2 59.5 69.5 8.1 5.5 3.0 8.2 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 86.3 21.2 59.5 69.5 8.1 5.5 3.0 8.2 0.0 LOS FCEEAAAAA Approach Delay (s/veh) 32.8 69.1 6.1 7.9 Approach LOS C E A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 11.8 Intersection LOS: B Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave & Baxter 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 361 62 46 352 4 66 123 79 12 100 12 Future Volume (vph) 9 361 62 46 352 4 66 123 79 12 100 12 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.978 0.998 0.941 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1678 0 1630 1712 0 1630 1614 0 1630 1688 0 Flt Permitted 0.548 0.488 0.685 0.631 Satd. Flow (perm) 940 1678 0 837 1712 0 1175 1614 0 1083 1688 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 22 1 79 12 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 763 Travel Time (s) 28.4 11.6 29.7 17.3 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) 9 361 62 46 352 4 66 123 79 12 100 12 Shared Lane Traffic (%) Lane Group Flow (vph) 9 423 0 46 356 0 66 202 0 12 112 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave & Baxter 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.3 12.3 12.3 12.3 8.4 8.4 8.4 8.4 Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.27 0.27 0.27 0.27 v/c Ratio 0.02 0.63 0.14 0.53 0.21 0.41 0.04 0.24 Control Delay (s/veh) 6.4 12.2 7.7 10.7 11.5 9.4 9.8 10.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.4 12.2 7.7 10.7 11.5 9.4 9.8 10.4 LOS ABABBAAB Approach Delay (s/veh) 12.1 10.4 9.9 10.3 Approach LOS BBAB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 31.1 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 10.9 Intersection LOS: B Intersection Capacity Utilization 53.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: 27th Ave & Baxter Lanes, Volumes, Timings 24: Baxter 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 157 149 95 199 123 112 858 95 164 1124 124 Future Volume (vph) 112 157 149 95 199 123 112 858 95 164 1124 124 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.927 0.850 0.985 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1590 0 1630 1716 1458 1630 3211 0 1630 3211 0 Flt Permitted 0.338 0.268 0.131 0.215 Satd. Flow (perm) 580 1590 0 460 1716 1458 225 3211 0 369 3211 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 34 123 10 10 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 112 157 149 95 199 123 112 858 95 164 1124 124 Shared Lane Traffic (%) Lane Group Flow (vph) 112 306 0 95 199 123 112 953 0 164 1248 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 42.3 31.8 33.2 27.2 27.2 90.6 79.9 92.8 81.0 Actuated g/C Ratio 0.28 0.21 0.22 0.18 0.18 0.61 0.53 0.62 0.54 v/c Ratio 0.47 0.84 0.64 0.64 0.34 0.47 0.55 0.50 0.72 Control Delay (s/veh) 45.8 69.2 61.2 65.0 9.8 18.5 26.0 17.2 30.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 45.8 69.2 61.2 65.0 9.8 18.5 26.0 17.2 30.2 LOS DE EEABC BC Approach Delay (s/veh) 63.0 47.8 25.2 28.7 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay (s/veh): 34.3 Intersection LOS: C Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: 27th Ave & Cattail 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 3.8 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 129 128 191 Demand Flow Rate, veh/h 131 130 195 Vehicles Circulating, veh/h 120 98 10 Vehicles Exiting, veh/h 108 107 241 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.9 3.8 3.9 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 131 130 195 Cap Entry Lane, veh/h 1221 1249 1366 Entry HV Adj Factor 0.985 0.982 0.980 Flow Entry, veh/h 129 128 191 Cap Entry, veh/h 1202 1226 1339 V/C Ratio 0.107 0.104 0.143 Control Delay, s/veh 3.9 3.8 3.9 LOS AAA 95th %tile Queue, veh 0 0 0 HCM 7th Roundabout 13: Max Ave & Cattail 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 5.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 194 287 162 313 Demand Flow Rate, veh/h 198 292 166 319 Vehicles Circulating, veh/h 315 164 346 114 Vehicles Exiting, veh/h 118 348 167 342 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.6 5.4 5.4 5.3 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 198 292 166 319 Cap Entry Lane, veh/h 1001 1167 970 1228 Entry HV Adj Factor 0.978 0.983 0.977 0.981 Flow Entry, veh/h 194 287 162 313 Cap Entry, veh/h 979 1147 947 1206 V/C Ratio 0.198 0.250 0.171 0.260 Control Delay, s/veh 5.6 5.4 5.4 5.3 LOS AAAA 95th %tile Queue, veh 1111 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 149 21 30 186 50 26 59 21 25 55 8 Future Vol, veh/h 4 149 21 30 186 50 26 59 21 25 55 8 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 4 149 21 30 186 50 26 59 21 25 55 8 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.1 9.9 8.9 8.9 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 25% 2% 11% 28% Vol Thru, % 56% 86% 70% 63% Vol Right, % 20% 12% 19% 9% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 106 174 266 88 LT Vol 26 4 30 25 Through Vol 59 149 186 55 RT Vol 212150 8 Lane Flow Rate 106 174 266 88 Geometry Grp 1111 Degree of Util (X) 0.147 0.225 0.335 0.124 Departure Headway (Hd) 4.992 4.661 4.536 5.088 Convergence, Y/N Yes Yes Yes Yes Cap 714 767 790 700 Service Time 3.052 2.709 2.58 3.151 HCM Lane V/C Ratio 0.148 0.227 0.337 0.126 HCM Control Delay, s/veh 8.9 9.1 9.9 8.9 HCM Lane LOS AAAA HCM 95th-tile Q 0.5 0.9 1.5 0.4 HCM 7th TWSC 3: Max Ave & Kimberwickie 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 1 Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 14 3 15 0 4 62 29 62 0 104 104 3 Future Vol, veh/h 14 3 15 0 4 62 29 62 0 104 104 3 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 ------------ 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 14 3 15 0 4 62 29 62 0 104 104 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 436 434 106 434 435 62 107 0 0 62 0 0 Stage 1 314 314 - 120 120 ------- Stage 2 122 120 - 314 315 ------- 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 531 515 949 533 514 1003 1484 - - 1541 - - Stage 1 697 657 - 884 796 ------- Stage 2 882 796 - 697 656 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 450 469 949 474 468 1003 1484 - - 1541 - - Mov Cap-2 Maneuver 450 469 - 474 468 ------- Stage 1 647 609 - 866 780 ------- Stage 2 807 780 - 634 609 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.34 9.13 2.38 3.7 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 574 - - 600 938 882 - - HCM Lane V/C Ratio 0.02 - - 0.053 0.07 0.067 - - HCM Ctrl Dly (s/v) 7.5 0 - 11.3 9.1 7.5 0 - HCM Lane LOS A A -BAAA - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0.2 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 32 0 1322 1262 49 Future Vol, veh/h 0 32 0 1322 1262 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 32 0 1322 1262 49 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 656 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 408 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 408 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 14.56 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 408 - - HCM Lane V/C Ratio - 0.078 - - HCM Ctrl Dly (s/v) - 14.6 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 3 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 0 0 144 0 0 8 152 1314 12 12 1272 10 Future Vol, veh/h 0 0 144 0 0 8 152 1314 12 12 1272 10 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 144 0 0 8 152 1314 12 12 1272 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 641 - - 663 1282 0 0 1326 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 0 417 0 0 404 537 - - 517 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 417 - - 404 537 - - 517 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 18.1 14.1 1.47 0.11 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 537 - - 417 404 517 - - HCM Lane V/C Ratio 0.283 - - 0.345 0.02 0.023 - - HCM Ctrl Dly (s/v) 14.3 - - 18.1 14.1 12.1 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 1.2 - - 1.5 0.1 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 33 98 123 114 94 21 Future Vol, veh/h 33 98 123 114 94 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 98 123 114 94 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 465 105 115 0 - 0 Stage 1 105 ----- Stage 2 360 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 556 950 1474 - - - Stage 1 920 ----- Stage 2 706 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 506 950 1474 - - - Mov Cap-2 Maneuver 506 ----- Stage 1 838 ----- Stage 2 706 ----- Approach EB NB SB HCM Ctrl Dly, s/v 10.56 3.98 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 934 - 778 - - HCM Lane V/C Ratio 0.083 - 0.168 - - HCM Ctrl Dly (s/v) 7.7 0 10.6 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.3 - 0.6 - - HCM 7th TWSC 20: Cattail 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 197 2 0 119 0 2 Future Vol, veh/h 197 2 0 119 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 197 2 0 119 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 199 0 317 198 Stage 1 - - - - 198 - Stage 2 - - - - 119 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1373 - 676 843 Stage 1 - - - - 835 - Stage 2 - - - - 906 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1373 - 676 843 Mov Cap-2 Maneuver - - - - 676 - Stage 1 - - - - 835 - Stage 2 - - - - 906 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.28 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 843 - - 1373 - HCM Lane V/C Ratio 0.002 ---- HCM Ctrl Dly (s/v) 9.3 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 7th TWSC 28: 27th Ave & Rawhide 01/05/2026 Scenario 82 With PH1 11:59 am 05/15/2025 2027 NOON Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 2 116 8 2 93 Future Vol, veh/h 7 2 116 8 2 93 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 2 116 8 2 93 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 217 120 0 0 124 0 Stage 1 120 ----- Stage 2 97 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 771 931 - - 1463 - Stage 1 905 ----- Stage 2 927 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 770 931 - - 1463 - Mov Cap-2 Maneuver 770 ----- Stage 1 905 ----- Stage 2 926 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.55 0 0.16 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 801 1463 - HCM Lane V/C Ratio - - 0.011 0.001 - HCM Ctrl Dly (s/v) - - 9.5 7.5 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 110 17 172 4 37 50 258 1173 4 17 944 29 Future Volume (vph) 110 17 172 4 37 50 258 1173 4 17 944 29 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.863 0.914 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1481 0 1630 1568 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.638 0.304 0.254 0.225 Satd. Flow (perm) 1095 1481 0 522 1568 0 436 3257 0 386 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 172 43 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 110 17 172 4 37 50 258 1173 4 17 944 29 Shared Lane Traffic (%) Lane Group Flow (vph) 110 189 0 4 87 0 258 1177 0 17 944 29 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 18.6 18.6 18.6 18.6 111.7 107.4 102.5 96.7 96.7 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.80 0.77 0.73 0.69 0.69 v/c Ratio 0.76 0.55 0.06 0.36 0.59 0.47 0.05 0.42 0.03 Control Delay (s/veh) 87.5 15.6 50.8 32.0 9.9 8.1 4.6 11.0 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 87.5 15.6 50.8 32.0 9.9 8.1 4.6 11.0 0.9 LOS FB DC AA ABA Approach Delay (s/veh) 42.1 32.9 8.4 10.6 Approach LOS D C A B Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay (s/veh): 13.5 Intersection LOS: B Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 30 332 58 95 514 25 83 154 66 8 130 10 Future Volume (vph) 30 332 58 95 514 25 83 154 66 8 130 10 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.978 0.993 0.955 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1678 0 1630 1704 0 1630 1638 0 1630 1697 0 Flt Permitted 0.368 0.522 0.668 0.621 Satd. Flow (perm) 631 1678 0 896 1704 0 1146 1638 0 1065 1697 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 23 6 56 10 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 763 Travel Time (s) 28.4 11.6 29.7 17.3 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) 30 332 58 95 514 25 83 154 66 8 130 10 Shared Lane Traffic (%) Lane Group Flow (vph) 30 390 0 95 539 0 83 220 0 8 140 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 15.4 15.4 15.4 15.4 9.1 9.1 9.1 9.1 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.26 0.26 0.26 0.26 v/c Ratio 0.11 0.52 0.24 0.71 0.28 0.47 0.03 0.31 Control Delay (s/veh) 7.9 10.2 8.9 16.3 13.1 11.9 9.9 12.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 7.9 10.2 8.9 16.3 13.1 11.9 9.9 12.0 LOS ABABBBAB Approach Delay (s/veh) 10.0 15.2 12.3 11.9 Approach LOS ABBB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 34.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 12.8 Intersection LOS: B Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 21: 27th Ave & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 99 162 95 79 315 150 149 960 75 148 973 178 Future Volume (vph) 99 162 95 79 315 150 149 960 75 148 973 178 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.945 0.850 0.989 0.977 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1621 0 1630 1716 1458 1630 3224 0 1630 3185 0 Flt Permitted 0.206 0.434 0.134 0.179 Satd. Flow (perm) 353 1621 0 745 1716 1458 230 3224 0 307 3185 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 150 7 18 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 99 162 95 79 315 150 149 960 75 148 973 178 Shared Lane Traffic (%) Lane Group Flow (vph) 99 257 0 79 315 150 149 1035 0 148 1151 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 48.1 37.7 39.2 33.2 33.2 86.9 75.2 84.8 74.2 Actuated g/C Ratio 0.32 0.25 0.26 0.22 0.22 0.58 0.50 0.57 0.50 v/c Ratio 0.49 0.61 0.34 0.83 0.34 0.62 0.64 0.55 0.72 Control Delay (s/veh) 42.6 50.2 38.8 72.8 8.0 28.0 30.7 23.8 33.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.6 50.2 38.8 72.8 8.0 28.0 30.7 23.8 33.9 LOS DD DEACC CC Approach Delay (s/veh) 48.1 50.0 30.4 32.7 Approach LOS DDCC Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay (s/veh): 36.3 Intersection LOS: D Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: 27th Ave & Cattail 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 4.2 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 153 151 254 Demand Flow Rate, veh/h 156 154 260 Vehicles Circulating, veh/h 144 131 10 Vehicles Exiting, veh/h 141 139 290 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 4.2 4.1 4.3 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 156 154 260 Cap Entry Lane, veh/h 1191 1207 1366 Entry HV Adj Factor 0.981 0.982 0.979 Flow Entry, veh/h 153 151 254 Cap Entry, veh/h 1168 1185 1337 V/C Ratio 0.131 0.128 0.190 Control Delay, s/veh 4.2 4.1 4.3 LOS AAA 95th %tile Queue, veh 0 0 1 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 5.8 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 196 308 122 373 Demand Flow Rate, veh/h 199 314 125 381 Vehicles Circulating, veh/h 343 115 384 175 Vehicles Exiting, veh/h 213 394 158 254 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.8 5.3 5.2 6.4 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 199 314 125 381 Cap Entry Lane, veh/h 973 1227 933 1154 Entry HV Adj Factor 0.984 0.980 0.977 0.980 Flow Entry, veh/h 196 308 122 373 Cap Entry, veh/h 957 1202 911 1131 V/C Ratio 0.205 0.256 0.134 0.330 Control Delay, s/veh 5.8 5.3 5.2 6.4 LOS AAAA 95th %tile Queue, veh 1101 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 10.6 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 116 10 39 220 70 34 72 51 50 98 4 Future Vol, veh/h 4 116 10 39 220 70 34 72 51 50 98 4 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 4 116 10 39 220 70 34 72 51 50 98 4 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.4 11.8 9.8 10 HCM LOSABAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 22% 3% 12% 33% Vol Thru, % 46% 89% 67% 64% Vol Right, % 32% 8% 21% 3% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 157 130 329 152 LT Vol 34 4 39 50 Through Vol 72 116 220 98 RT Vol 511070 4 Lane Flow Rate 157 130 329 152 Geometry Grp 1111 Degree of Util (X) 0.227 0.188 0.447 0.228 Departure Headway (Hd) 5.207 5.206 4.889 5.41 Convergence, Y/N Yes Yes Yes Yes Cap 689 690 740 664 Service Time 3.239 3.233 2.889 3.442 HCM Lane V/C Ratio 0.228 0.188 0.445 0.229 HCM Control Delay, s/veh 9.8 9.4 11.8 10 HCM Lane LOS AABA HCM 95th-tile Q 0.9 0.7 2.3 0.9 HCM 7th TWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 1 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 4 21 0 8 50 62 50 0 62 62 6 Future Vol, veh/h 19 4 21 0 8 50 62 50 0 62 62 6 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 ------------ 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 19 421 0 8506250 06262 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 367 363 65 362 366 50 68 0 0 50 0 0 Stage 1 189 189 - 174 174 ------- Stage 2 178 174 - 188 192 ------- 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 589 565 999 594 562 1018 1533 - - 1557 - - Stage 1 813 744 - 828 755 ------- Stage 2 824 755 - 814 742 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 507 519 999 530 517 1018 1533 - - 1557 - - Mov Cap-2 Maneuver 507 519 - 530 517 ------- Stage 1 779 713 - 793 724 ------- Stage 2 742 724 - 759 711 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 10.8 9.29 4.12 3.53 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 996 - - 665 898 844 - - HCM Lane V/C Ratio 0.04 - - 0.066 0.065 0.04 - - HCM Ctrl Dly (s/v) 7.4 0 - 10.8 9.3 7.4 0 - HCM Lane LOS A A -BAAA - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0.1 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 38 0 1463 1174 41 Future Vol, veh/h 0 38 0 1463 1174 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 38 0 1463 1174 41 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 608 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 439 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 439 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 13.97 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 439 - - HCM Lane V/C Ratio - 0.087 - - HCM Ctrl Dly (s/v) - 14 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 141 0 0 4 145 1459 8 8 1187 16 Future Vol, veh/h 0 0 141 0 0 4 145 1459 8 8 1187 16 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 141 0 0 4 145 1459 8 8 1187 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 602 - - 734 1203 0 0 1467 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 0 443 0 0 363 576 - - 456 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 443 - - 363 576 - - 456 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 16.87 15.03 1.2 0.09 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 576 - - 443 363 456 - - HCM Lane V/C Ratio 0.252 - - 0.318 0.011 0.018 - - HCM Ctrl Dly (s/v) 13.3 - - 16.9 15 13 - - HCM Lane LOS B - - C C B - - HCM 95th %tile Q(veh) 1 - - 1.4 0 0.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 5.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 50 138 161 124 117 41 Future Vol, veh/h 50 138 161 124 117 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 50 138 161 124 117 41 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 584 138 158 0 - 0 Stage 1 138 ----- Stage 2 446 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 474 911 1422 - - - Stage 1 889 ----- Stage 2 645 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 417 911 1422 - - - Mov Cap-2 Maneuver 417 ----- Stage 1 781 ----- Stage 2 645 ----- Approach EB NB SB HCM Ctrl Dly, s/v 12.13 4.44 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1017 - 692 - - HCM Lane V/C Ratio 0.113 - 0.272 - - HCM Ctrl Dly (s/v) 7.9 0 12.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.4 - 1.1 - - HCM 7th TWSC 20: Cattail 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 140 5 0 143 0 3 Future Vol, veh/h 140 5 0 143 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 140 5 0 143 0 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 145 0 286 143 Stage 1 - - - - 143 - Stage 2 - - - - 143 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1437 - 705 905 Stage 1 - - - - 885 - Stage 2 - - - - 884 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1437 - 705 905 Mov Cap-2 Maneuver - - - - 705 - Stage 1 - - - - 885 - Stage 2 - - - - 884 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 8.99 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 905 - - 1437 - HCM Lane V/C Ratio 0.003 ---- HCM Ctrl Dly (s/v) 9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 7th TWSC 28: 27th Ave & Rawhide 12/19/2025 Scenario 83 With PH1 12:01 pm 05/15/2025 2027 PM Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 2 139 16 4 122 Future Vol, veh/h 9 2 139 16 4 122 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 2 139 16 4 122 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 277 147 0 0 155 0 Stage 1 147 ----- Stage 2 130 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 713 900 - - 1425 - Stage 1 880 ----- Stage 2 896 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 711 900 - - 1425 - Mov Cap-2 Maneuver 711 ----- Stage 1 880 ----- Stage 2 893 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.95 0 0.24 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 739 1425 - HCM Lane V/C Ratio - - 0.015 0.003 - HCM Ctrl Dly (s/v) - - 9.9 7.5 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 71 5 113 4 0 13 70 830 4 44 1309 33 Future Volume (vph) 71 5 113 4 0 13 70 830 4 44 1309 33 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.856 0.850 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1469 0 1630 1458 0 1630 3257 0 1630 3260 1458 Flt Permitted 0.749 0.452 0.179 0.322 Satd. Flow (perm) 1285 1469 0 775 1458 0 307 3257 0 552 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 113 265 1 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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 5 113 4 0 13 70 830 4 44 1309 33 Shared Lane Traffic (%) Lane Group Flow (vph) 71 118 0 4 13 0 70 834 0 44 1309 33 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 13.1 13.1 13.1 13.1 113.8 108.3 113.0 108.0 108.0 Actuated g/C Ratio 0.09 0.09 0.09 0.09 0.81 0.77 0.81 0.77 0.77 v/c Ratio 0.59 0.49 0.06 0.03 0.23 0.33 0.09 0.52 0.03 Control Delay (s/veh) 79.6 18.0 56.3 0.2 4.1 6.0 2.9 8.0 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 79.6 18.0 56.3 0.2 4.1 6.0 2.9 8.0 0.7 LOS EBEAAAAAA Approach Delay (s/veh) 41.1 13.4 5.8 7.7 Approach LOS D B A A Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay (s/veh): 9.6 Intersection LOS: A Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 503 61 64 335 17 66 84 105 9 132 30 Future Volume (vph) 44 503 61 64 335 17 66 84 105 9 132 30 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.984 0.993 0.917 0.972 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1688 0 1630 1704 0 1630 1573 0 1630 1668 0 Flt Permitted 0.550 0.355 0.654 0.639 Satd. Flow (perm) 944 1688 0 609 1704 0 1122 1573 0 1096 1668 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 16 7 105 30 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 763 Travel Time (s) 28.4 11.6 29.7 17.3 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) 44 503 61 64 335 17 66 84 105 9 132 30 Shared Lane Traffic (%) Lane Group Flow (vph) 44 564 0 64 352 0 66 189 0 9 162 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 15.5 15.5 15.5 15.5 8.3 8.3 8.3 8.3 Actuated g/C Ratio 0.46 0.46 0.46 0.46 0.24 0.24 0.24 0.24 v/c Ratio 0.10 0.73 0.23 0.45 0.24 0.41 0.03 0.38 Control Delay (s/veh) 6.7 15.7 8.9 8.9 13.2 8.7 10.3 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.7 15.7 8.9 8.9 13.2 8.7 10.3 12.1 LOS ABAABABB Approach Delay (s/veh) 15.1 8.9 9.9 12.0 Approach LOS BAAB Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 34 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay (s/veh): 12.0 Intersection LOS: B Intersection Capacity Utilization 69.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 21: 27th Ave & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 144 233 140 52 202 91 83 576 66 108 966 140 Future Volume (vph) 144 233 140 52 202 91 83 576 66 108 966 140 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.944 0.850 0.985 0.981 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1620 0 1630 1716 1458 1630 3211 0 1630 3198 0 Flt Permitted 0.386 0.250 0.162 0.342 Satd. Flow (perm) 662 1620 0 429 1716 1458 278 3211 0 587 3198 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 22 91 10 14 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 144 233 140 52 202 91 83 576 66 108 966 140 Shared Lane Traffic (%) Lane Group Flow (vph) 144 373 0 52 202 91 83 642 0 108 1106 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 47.9 39.1 37.9 31.9 31.9 85.8 77.8 87.4 78.6 Actuated g/C Ratio 0.32 0.26 0.25 0.21 0.21 0.57 0.52 0.58 0.53 v/c Ratio 0.51 0.85 0.33 0.55 0.24 0.36 0.38 0.27 0.66 Control Delay (s/veh) 42.4 66.7 38.2 56.4 8.9 18.6 23.7 15.9 29.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.4 66.7 38.2 56.4 8.9 18.6 23.7 15.9 29.6 LOS DE DEABC BC Approach Delay (s/veh) 59.9 41.1 23.1 28.4 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay (s/veh): 34.4 Intersection LOS: C Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: 27th Ave & Cattail 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 3.9 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 62 69 253 Demand Flow Rate, veh/h 63 70 258 Vehicles Circulating, veh/h 59 111 11 Vehicles Exiting, veh/h 122 158 111 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.2 3.4 4.3 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 63 70 258 Cap Entry Lane, veh/h 1299 1232 1364 Entry HV Adj Factor 0.984 0.983 0.981 Flow Entry, veh/h 62 69 253 Cap Entry, veh/h 1279 1212 1339 V/C Ratio 0.048 0.057 0.189 Control Delay, s/veh 3.2 3.4 4.3 LOS AAA 95th %tile Queue, veh 0 0 1 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 3.8 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 191 117 93 36 Demand Flow Rate, veh/h 194 120 95 36 Vehicles Circulating, veh/h 58 56 145 96 Vehicles Exiting, veh/h 74 184 107 80 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 4.1 3.6 3.7 3.1 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 194 120 95 36 Cap Entry Lane, veh/h 1301 1303 1190 1251 Entry HV Adj Factor 0.983 0.975 0.984 0.995 Flow Entry, veh/h 191 117 93 36 Cap Entry, veh/h 1279 1271 1171 1244 V/C Ratio 0.149 0.092 0.080 0.029 Control Delay, s/veh 4.1 3.6 3.7 3.1 LOS AAAA 95th %tile Queue, veh 1000 HCM 7th AWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 8.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 7 34 0 2 35 18 50 0 87 103 2 Future Vol, veh/h 30 7 34 0 2 35 18 50 0 87 103 2 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 30 7 34 0 2 35 18 50 0 87 103 2 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay, s/veh 7.8 7.2 7.8 8.6 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 26% 42% 0% 45% Vol Thru, % 74% 10% 5% 54% Vol Right, % 0% 48% 95% 1% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 68 71 37 192 LT Vol 18 30 0 87 Through Vol 50 7 2 103 RT Vol 0 34 35 2 Lane Flow Rate 68 71 37 192 Geometry Grp 1111 Degree of Util (X) 0.084 0.086 0.042 0.227 Departure Headway (Hd) 4.428 4.362 4.038 4.258 Convergence, Y/N Yes Yes Yes Yes Cap 812 825 891 831 Service Time 2.438 2.368 2.044 2.342 HCM Lane V/C Ratio 0.084 0.086 0.042 0.231 HCM Control Delay, s/veh 7.8 7.8 7.2 8.6 HCM Lane LOS AAAA HCM 95th-tile Q 0.3 0.3 0.1 0.9 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 8.1 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 66 31 9 57 22 11 45 55 39 75 17 Future Vol, veh/h 46631 95722114555397517 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 4 66 31 9 57 22 11 45 55 39 75 17 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 8 8 7.9 8.4 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 10% 4% 10% 30% Vol Thru, % 41% 65% 65% 57% Vol Right, % 50% 31% 25% 13% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 111 101 88 131 LT Vol 11 4 9 39 Through Vol 45 66 57 75 RT Vol 55312217 Lane Flow Rate 111 101 88 131 Geometry Grp 1111 Degree of Util (X) 0.131 0.124 0.109 0.162 Departure Headway (Hd) 4.234 4.402 4.463 4.465 Convergence, Y/N Yes Yes Yes Yes Cap 848 815 804 804 Service Time 2.256 2.423 2.485 2.487 HCM Lane V/C Ratio 0.131 0.124 0.109 0.163 HCM Control Delay, s/veh 7.9 8 8 8.4 HCM Lane LOS AAAA HCM 95th-tile Q 0.5 0.4 0.4 0.6 HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 33 0 917 1414 68 Future Vol, veh/h 0 33 0 917 1414 68 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 0 917 1414 68 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 741 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 359 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 359 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 16.05 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 359 - - HCM Lane V/C Ratio - 0.092 - - HCM Ctrl Dly (s/v) - 16 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.3 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 105 0 0 4 37 913 9 26 1393 28 Future Vol, veh/h 0 0 105 0 0 4 37 913 9 26 1393 28 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 105 0 0 4 37 913 9 26 1393 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 711 - - 461 1421 0 0 922 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 0 376 0 0 547 475 - - 736 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 376 - - 547 475 - - 736 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 18.26 11.63 0.51 0.18 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 475 - - 376 547 736 - - HCM Lane V/C Ratio 0.078 - - 0.279 0.007 0.035 - - HCM Ctrl Dly (s/v) 13.2 - - 18.3 11.6 10.1 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 0.3 - - 1.1 0 0.1 - - HCM 7th TWSC 7: Sartain St & 19th Ave 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 30 111 958 1481 17 Future Vol, veh/h 0 30 111 958 1481 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 30 111 958 1481 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2191 749 1498 0 - 0 Stage 1 1490 ----- Stage 2 701 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 39 354 444 - - - Stage 1 173 ----- Stage 2 453 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 29 354 444 - - - Mov Cap-2 Maneuver 29 ----- Stage 1 130 ----- Stage 2 453 ----- Approach EB NB SB HCM Ctrl Dly, s/v 16.1 1.64 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 444 - 354 - - HCM Lane V/C Ratio 0.25 - 0.085 - - HCM Ctrl Dly (s/v) 15.8 - 16.1 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 1 - 0.3 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 4 Intersection Int Delay, s/veh 4.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 26 132 41 68 123 17 Future Vol, veh/h 26 132 41 68 123 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 132 41 68 123 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 282 132 140 0 - 0 Stage 1 132 ----- Stage 2 150 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 709 918 1443 - - - Stage 1 895 ----- Stage 2 878 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 688 918 1443 - - - Mov Cap-2 Maneuver 688 ----- Stage 1 868 ----- Stage 2 878 ----- Approach EB NB SB HCM Ctrl Dly, s/v 10.05 2.85 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 677 - 870 - - HCM Lane V/C Ratio 0.028 - 0.182 - - HCM Ctrl Dly (s/v) 7.6 0 10.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.7 - - HCM 7th TWSC 20: Cattail 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 153 2 0 51 0 5 Future Vol, veh/h 153 2 0 51 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 153 2 0 51 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 155 0 205 154 Stage 1 - - - - 154 - Stage 2 - - - - 51 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1425 - 783 892 Stage 1 - - - - 874 - Stage 2 - - - - 971 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1425 - 783 892 Mov Cap-2 Maneuver - - - - 783 - Stage 1 - - - - 874 - Stage 2 - - - - 971 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.06 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 892 - - 1425 - HCM Lane V/C Ratio 0.006 ---- HCM Ctrl Dly (s/v) 9.1 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 7th TWSC 26: Baxter & 25th Ave 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 45 572 402 19 6 14 Future Vol, veh/h 45 572 402 19 6 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 572 402 19 6 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 421 0 - 0 1074 412 Stage 1 - - - - 412 - Stage 2 - - - - 662 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1138 - - - 244 640 Stage 1 - - - - 669 - Stage 2 - - - - 513 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1138 - - - 234 640 Mov Cap-2 Maneuver - - - - 365 - Stage 1 - - - - 642 - Stage 2 - - - - 513 - Approach EB WB SB HCM Ctrl Dly, s/v 0.6 0 12.17 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1138 - - - 522 HCM Lane V/C Ratio 0.04 - - - 0.038 HCM Ctrl Dly (s/v) 8.3 - - - 12.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.1 HCM 7th TWSC 28: 27th Ave & Rawhide 12/19/2025 Scenario 84 With ALL 1:00 pm 05/15/2025 2030 AM Synchro 12 Report RLA Page 7 Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 9 49 36 18 126 Future Vol, veh/h 25 9 49 36 18 126 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 9 49 36 18 126 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 229 67 0 0 85 0 Stage 1 67 ----- Stage 2 162 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 759 997 - - 1512 - Stage 1 956 ----- Stage 2 867 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 750 997 - - 1512 - Mov Cap-2 Maneuver 750 ----- Stage 1 956 ----- Stage 2 857 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.68 0 0.93 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 803 1512 - HCM Lane V/C Ratio - - 0.042 0.012 - HCM Ctrl Dly (s/v) - - 9.7 7.4 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 14 225 4 74 22 310 1013 31 26 1009 36 Future Volume (vph) 108 14 225 4 74 22 310 1013 31 26 1009 36 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.859 0.966 0.996 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1474 0 1630 1657 0 1630 3247 0 1630 3260 1458 Flt Permitted 0.609 0.212 0.230 0.267 Satd. Flow (perm) 1045 1474 0 364 1657 0 395 3247 0 458 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 193 10 4 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 108 14 225 4 74 22 310 1013 31 26 1009 36 Shared Lane Traffic (%) Lane Group Flow (vph) 108 239 0 4 96 0 310 1044 0 26 1009 36 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 18.9 18.9 18.9 18.9 111.4 105.0 100.2 94.4 94.4 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.80 0.75 0.72 0.67 0.67 v/c Ratio 0.77 0.65 0.08 0.41 0.73 0.43 0.07 0.46 0.04 Control Delay (s/veh) 89.6 21.3 52.5 53.1 17.0 8.4 4.9 12.4 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 89.6 21.3 52.5 53.1 17.0 8.4 4.9 12.4 1.4 LOS FC DD BA ABA Approach Delay (s/veh) 42.5 53.1 10.4 11.8 Approach LOS D D B B Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 16.3 Intersection LOS: B Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave & Baxter 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 53 406 66 75 398 4 70 159 109 13 135 57 Future Volume (vph) 53 406 66 75 398 4 70 159 109 13 135 57 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.979 0.999 0.939 0.955 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1680 0 1630 1714 0 1630 1611 0 1630 1638 0 Flt Permitted 0.501 0.423 0.637 0.594 Satd. Flow (perm) 860 1680 0 726 1714 0 1093 1611 0 1019 1638 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 1 90 55 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 763 Travel Time (s) 28.4 11.6 29.7 17.3 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) 53 406 66 75 398 4 70 159 109 13 135 57 Shared Lane Traffic (%) Lane Group Flow (vph) 53 472 0 75 402 0 70 268 0 13 192 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave & Baxter 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 13.8 13.8 13.8 13.8 9.6 9.6 9.6 9.6 Actuated g/C Ratio 0.41 0.41 0.41 0.41 0.28 0.28 0.28 0.28 v/c Ratio 0.15 0.68 0.25 0.58 0.23 0.51 0.04 0.38 Control Delay (s/veh) 8.5 14.9 10.2 12.3 11.8 11.0 9.7 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 8.5 14.9 10.2 12.3 11.8 11.0 9.7 10.0 LOS ABBBBBAA Approach Delay (s/veh) 14.2 11.9 11.2 10.0 Approach LOS BBBA Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 33.9 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay (s/veh): 12.3 Intersection LOS: B Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 21: 27th Ave & Baxter Lanes, Volumes, Timings 24: Baxter 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 118 173 173 100 216 142 134 1022 100 186 1303 131 Future Volume (vph) 118 173 173 100 216 142 134 1022 100 186 1303 131 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.925 0.850 0.987 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1587 0 1630 1716 1458 1630 3217 0 1630 3214 0 Flt Permitted 0.345 0.238 0.061 0.132 Satd. Flow (perm) 592 1587 0 408 1716 1458 105 3217 0 226 3214 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 36 142 9 9 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 118 173 173 100 216 142 134 1022 100 186 1303 131 Shared Lane Traffic (%) Lane Group Flow (vph) 118 346 0 100 216 142 134 1122 0 186 1434 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 46.1 35.4 36.8 30.8 30.8 86.0 71.3 90.1 73.3 Actuated g/C Ratio 0.31 0.24 0.25 0.21 0.21 0.58 0.48 0.60 0.49 v/c Ratio 0.46 0.86 0.67 0.61 0.34 0.64 0.73 0.63 0.91 Control Delay (s/veh) 42.5 68.3 61.2 60.4 8.6 44.7 35.5 27.4 44.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.5 68.3 61.2 60.4 8.6 44.7 35.5 27.4 44.9 LOS DE EEADD CD Approach Delay (s/veh) 61.7 44.5 36.4 42.9 Approach LOS E D D D Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay (s/veh): 43.3 Intersection LOS: D Intersection Capacity Utilization 95.8% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: 27th Ave & Cattail 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 4.2 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 137 175 241 Demand Flow Rate, veh/h 140 178 246 Vehicles Circulating, veh/h 167 103 11 Vehicles Exiting, veh/h 114 154 296 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 4.2 4.2 4.2 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 140 178 246 Cap Entry Lane, veh/h 1164 1242 1364 Entry HV Adj Factor 0.979 0.982 0.980 Flow Entry, veh/h 137 175 241 Cap Entry, veh/h 1139 1219 1338 V/C Ratio 0.120 0.143 0.180 Control Delay, s/veh 4.2 4.2 4.2 LOS AAA 95th %tile Queue, veh 0 0 1 HCM 7th Roundabout 13: Max Ave & Cattail 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 5.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 205 320 227 329 Demand Flow Rate, veh/h 210 327 232 335 Vehicles Circulating, veh/h 351 172 365 139 Vehicles Exiting, veh/h 123 425 196 360 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.0 5.8 6.3 5.6 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 210 327 232 335 Cap Entry Lane, veh/h 965 1158 951 1197 Entry HV Adj Factor 0.978 0.978 0.979 0.982 Flow Entry, veh/h 205 320 227 329 Cap Entry, veh/h 944 1133 931 1176 V/C Ratio 0.218 0.282 0.244 0.280 Control Delay, s/veh 6.0 5.8 6.3 5.6 LOS AAAA 95th %tile Queue, veh 1111 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 9.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 157 27 36 197 52 32 72 27 26 68 9 Future Vol, veh/h 4 157 27 36 197 52 32 72 27 26 68 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 Heavy Vehicles, % 222222222222 Mvmt Flow 4 157 27 36 197 52 32 72 27 26 68 9 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.5 10.5 9.4 9.2 HCM LOSABAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 24% 2% 13% 25% Vol Thru, % 55% 84% 69% 66% Vol Right, % 21% 14% 18% 9% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 131 188 285 103 LT Vol 32 4 36 26 Through Vol 72 157 197 68 RT Vol 272752 9 Lane Flow Rate 131 188 285 103 Geometry Grp 1111 Degree of Util (X) 0.186 0.25 0.37 0.149 Departure Headway (Hd) 5.107 4.793 4.676 5.22 Convergence, Y/N Yes Yes Yes Yes Cap 696 743 764 680 Service Time 3.188 2.861 2.738 3.306 HCM Lane V/C Ratio 0.188 0.253 0.373 0.151 HCM Control Delay, s/veh 9.4 9.5 10.5 9.2 HCM Lane LOS AABA HCM 95th-tile Q 0.7 1 1.7 0.5 HCM 7th TWSC 3: Max Ave & Kimberwickie 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 1 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 14 3 15 0 4 66 29 122 0 109 128 3 Future Vol, veh/h 14 3 15 0 4 66 29 122 0 109 128 3 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 ------------ 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 14 3 15 0 4 66 29 122 0 109 128 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 530 528 130 528 529 122 131 0 0 122 0 0 Stage 1 348 348 - 180 180 ------- Stage 2 182 180 - 348 349 ------- 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 460 456 920 461 455 929 1454 - - 1465 - - Stage 1 669 634 - 822 750 ------- Stage 2 820 750 - 669 633 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 381 410 920 406 410 929 1454 - - 1465 - - Mov Cap-2 Maneuver 381 410 - 406 410 ------- Stage 1 615 584 - 804 734 ------- Stage 2 741 734 - 602 583 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 12.22 9.52 1.45 3.48 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 346 - - 530 866 814 - - HCM Lane V/C Ratio 0.02 - - 0.06 0.081 0.074 - - HCM Ctrl Dly (s/v) 7.5 0 - 12.2 9.5 7.7 0 - HCM Lane LOS A A -BAAA - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.3 0.2 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 34 0 1394 1369 52 Future Vol, veh/h 0 34 0 1394 1369 52 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 34 0 1394 1369 52 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 711 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 376 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 376 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 15.53 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 376 - - HCM Lane V/C Ratio - 0.09 - - HCM Ctrl Dly (s/v) - 15.5 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.3 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 3 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 170 0 0 9 159 1385 13 13 1360 29 Future Vol, veh/h 0 0 170 0 0 9 159 1385 13 13 1360 29 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 170 0 0 9 159 1385 13 13 1360 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 695 - - 699 1389 0 0 1398 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 0 385 0 0 382 489 - - 485 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 385 - - 382 489 - - 485 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 21.54 14.64 1.62 0.12 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 489 - - 385 382 485 - - HCM Lane V/C Ratio 0.325 - - 0.442 0.024 0.027 - - HCM Ctrl Dly (s/v) 15.9 - - 21.5 14.6 12.6 - - HCM Lane LOS C - - C B B - - HCM 95th %tile Q(veh) 1.4 - - 2.2 0.1 0.1 - - HCM 7th TWSC 7: Sartain St & 19th Ave 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 4 Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 113 132 1556 1510 20 Future Vol, veh/h 0 113 132 1556 1510 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 113 132 1556 1510 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2562 765 1530 0 - 0 Stage 1 1520 ----- Stage 2 1042 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 21 346 431 - - - Stage 1 167 ----- Stage 2 301 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 15 346 431 - - - Mov Cap-2 Maneuver 15 ----- Stage 1 116 ----- Stage 2 301 ----- Approach EB NB SB HCM Ctrl Dly, s/v 20.38 1.33 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 431 - 346 - - HCM Lane V/C Ratio 0.306 - 0.327 - - HCM Ctrl Dly (s/v) 17 - 20.4 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 1.3 - 1.4 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 35 123 149 140 118 22 Future Vol, veh/h 35 123 149 140 118 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 35 123 149 140 118 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 567 129 140 0 - 0 Stage 1 129 ----- Stage 2 438 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 485 921 1443 - - - Stage 1 897 ----- Stage 2 651 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 431 921 1443 - - - Mov Cap-2 Maneuver 431 ----- Stage 1 797 ----- Stage 2 651 ----- Approach EB NB SB HCM Ctrl Dly, s/v 11.23 4.01 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 928 - 735 - - HCM Lane V/C Ratio 0.103 - 0.215 - - HCM Ctrl Dly (s/v) 7.8 0 11.2 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.3 - 0.8 - - HCM 7th TWSC 20: Cattail 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 208 2 0 126 0 2 Future Vol, veh/h 208 2 0 126 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 208 2 0 126 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 210 0 335 209 Stage 1 - - - - 209 - Stage 2 - - - - 126 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1361 - 660 831 Stage 1 - - - - 826 - Stage 2 - - - - 900 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1361 - 660 831 Mov Cap-2 Maneuver - - - - 660 - Stage 1 - - - - 826 - Stage 2 - - - - 900 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.34 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 831 - - 1361 - HCM Lane V/C Ratio 0.002 ---- HCM Ctrl Dly (s/v) 9.3 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 7th TWSC 26: Baxter & 25th Ave 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 7 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 53 476 424 23 23 53 Future Vol, veh/h 53 476 424 23 23 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 53 476 424 23 23 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 447 0 - 0 1018 436 Stage 1 - - - - 436 - Stage 2 - - - - 582 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1113 - - - 263 621 Stage 1 - - - - 652 - Stage 2 - - - - 559 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1113 - - - 251 621 Mov Cap-2 Maneuver - - - - 382 - Stage 1 - - - - 621 - Stage 2 - - - - 559 - Approach EB WB SB HCM Ctrl Dly, s/v 0.84 0 13.07 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1113 - - - 522 HCM Lane V/C Ratio 0.048 - - - 0.146 HCM Ctrl Dly (s/v) 8.4 - - - 13.1 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.5 HCM 7th TWSC 28: 27th Ave & Rawhide 01/05/2026 Scenario 85 With ALL 1:01 pm 05/15/2025 2030 NOON Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 2.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 44 22 142 44 22 118 Future Vol, veh/h 44 22 142 44 22 118 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 44 22 142 44 22 118 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 326 164 0 0 186 0 Stage 1 164 ----- Stage 2 162 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 668 881 - - 1388 - Stage 1 865 ----- Stage 2 867 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 658 881 - - 1388 - Mov Cap-2 Maneuver 658 ----- Stage 1 865 ----- Stage 2 853 ----- Approach WB NB SB HCM Ctrl Dly, s/v 10.52 0 1.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 718 1388 - HCM Lane V/C Ratio - - 0.092 0.016 - HCM Ctrl Dly (s/v) - - 10.5 7.6 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0 - Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 194 18 181 4 39 52 272 1236 4 17 1030 49 Future Volume (vph) 194 18 181 4 39 52 272 1236 4 17 1030 49 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 150 0 450 0 300 350 Storage Lanes 1 0 1 0 1 0 1 1 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 1.00 Frt 0.864 0.914 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1482 0 1630 1568 0 1630 3260 0 1630 3260 1458 Flt Permitted 0.656 0.400 0.214 0.195 Satd. Flow (perm) 1125 1482 0 686 1568 0 367 3260 0 335 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 181 43 51 Link Speed (mph) 30 30 45 45 Link Distance (ft) 926 877 727 965 Travel Time (s) 21.0 19.9 11.0 14.6 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) 194 18 181 4 39 52 272 1236 4 17 1030 49 Shared Lane Traffic (%) Lane Group Flow (vph) 194 199 0 4 91 0 272 1240 0 17 1030 49 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 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 1 Detector Template Left Thru Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 100 20 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 6 20 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 Perm NA Perm NA pm+pt NA pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases48266 Lanes, Volumes, Timings 8: 19th Ave & Cattail/Dead Mans Gulch 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 5 2 1 6 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) 22.5 22.5 22.5 22.5 10.0 23.0 10.0 23.0 23.0 Total Split (s) 32.0 32.0 32.0 32.0 15.0 97.0 11.0 93.0 93.0 Total Split (%) 22.9% 22.9% 22.9% 22.9% 10.7% 69.3% 7.9% 66.4% 66.4% Maximum Green (s) 27.5 27.5 27.5 27.5 10.0 92.0 6.0 88.0 88.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? 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 C-Max None C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 26.2 26.2 26.2 26.2 103.9 99.9 95.2 89.4 89.4 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.74 0.71 0.68 0.64 0.64 v/c Ratio 0.92 0.47 0.03 0.28 0.75 0.53 0.06 0.49 0.05 Control Delay (s/veh) 100.9 12.6 46.5 28.7 20.3 11.2 5.7 14.6 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 100.9 12.6 46.5 28.7 20.3 11.2 5.7 14.6 2.6 LOS FB DC CB ABA Approach Delay (s/veh) 56.2 29.5 12.8 13.9 Approach LOS E C B B Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay (s/veh): 19.2 Intersection LOS: B Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 8: 19th Ave & Cattail/Dead Mans Gulch Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 73 375 61 137 578 26 87 189 95 9 178 71 Future Volume (vph) 73 375 61 137 578 26 87 189 95 9 178 71 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 150 0 150 0 200 0 200 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 1.00 1.00 1.00 1.00 1.00 Frt 0.979 0.994 0.950 0.957 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1680 0 1630 1705 0 1630 1630 0 1630 1642 0 Flt Permitted 0.292 0.459 0.605 0.585 Satd. Flow (perm) 501 1680 0 787 1705 0 1038 1630 0 1004 1642 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 6 66 52 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1251 510 1306 763 Travel Time (s) 28.4 11.6 29.7 17.3 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) 73 375 61 137 578 26 87 189 95 9 178 71 Shared Lane Traffic (%) Lane Group Flow (vph) 73 436 0 137 604 0 87 284 0 9 249 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 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 Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases4826 Lanes, Volumes, Timings 21: 27th Ave & Baxter 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 2 2 6 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) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? 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 Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 16.7 16.7 16.7 16.7 10.8 10.8 10.8 10.8 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.29 0.29 0.29 0.29 v/c Ratio 0.33 0.58 0.39 0.80 0.29 0.55 0.03 0.49 Control Delay (s/veh) 13.7 12.4 12.9 21.9 13.1 13.0 9.3 12.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.7 12.4 12.9 21.9 13.1 13.0 9.3 12.2 LOS BBBCBBAB Approach Delay (s/veh) 12.6 20.2 13.0 12.1 Approach LOS B C B B Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 37.7 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay (s/veh): 15.6 Intersection LOS: B Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 21: 27th Ave & Baxter Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 180 122 83 338 170 172 1122 79 174 1189 188 Future Volume (vph) 105 180 122 83 338 170 172 1122 79 174 1189 188 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 300 0 300 300 300 0 300 0 Storage Lanes 1 0 1 1 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 0.939 0.850 0.990 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1611 0 1630 1716 1458 1630 3227 0 1630 3195 0 Flt Permitted 0.191 0.367 0.058 0.104 Satd. Flow (perm) 328 1611 0 630 1716 1458 100 3227 0 178 3195 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 24 169 6 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1338 902 740 734 Travel Time (s) 30.4 20.5 16.8 16.7 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) 105 180 122 83 338 170 172 1122 79 174 1189 188 Shared Lane Traffic (%) Lane Group Flow (vph) 105 302 0 83 338 170 172 1201 0 174 1377 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 12 12112 12 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100 Trailing Detector (ft) 00 00000 00 Detector 1 Position(ft) 00 00000 00 Detector 1 Size(ft) 20 6 20 6 20 20 6 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 Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 24: Baxter 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 74 38852 16 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) 10.0 23.0 10.0 23.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 16.0 54.0 11.0 49.0 49.0 13.0 71.3 13.2 71.5 Total Split (%) 10.7% 36.1% 7.4% 32.8% 32.8% 8.7% 47.7% 8.8% 47.8% Maximum Green (s) 11.0 49.0 6.0 44.0 44.0 8.0 66.3 8.2 66.5 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) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 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) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag 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 None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 50.0 39.5 41.0 35.0 35.0 85.4 68.4 82.1 66.5 Actuated g/C Ratio 0.33 0.26 0.27 0.23 0.23 0.57 0.46 0.55 0.44 v/c Ratio 0.52 0.68 0.39 0.84 0.36 0.73 0.81 0.70 0.96 Control Delay (s/veh) 42.8 52.5 39.4 72.8 7.8 55.3 40.7 38.4 56.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.8 52.5 39.4 72.8 7.8 55.3 40.7 38.4 56.4 LOS DDDEAEDDE Approach Delay (s/veh) 50.0 49.4 42.5 54.4 Approach LOS DDDD Intersection Summary Area Type: Other Cycle Length: 149.5 Actuated Cycle Length: 149.5 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay (s/veh): 49.0 Intersection LOS: D Intersection Capacity Utilization 94.8% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 24: Baxter HCM 7th Roundabout 9: 27th Ave & Cattail 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 4.6 Intersection LOS A Approach WB NB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 162 215 306 Demand Flow Rate, veh/h 165 219 312 Vehicles Circulating, veh/h 208 138 11 Vehicles Exiting, veh/h 149 185 362 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 4.6 4.7 4.6 Approach LOS A A A Lane Left Left Left Designated Moves LR TR LT Assumed Moves LR TR LT RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 165 219 312 Cap Entry Lane, veh/h 1116 1199 1364 Entry HV Adj Factor 0.982 0.981 0.979 Flow Entry, veh/h 162 215 306 Cap Entry, veh/h 1096 1176 1336 V/C Ratio 0.148 0.183 0.229 Control Delay, s/veh 4.6 4.7 4.6 LOS AAA 95th %tile Queue, veh 1 1 1 HCM 7th Roundabout 13: Max Ave & Cattail 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 2 Intersection Intersection Delay, s/veh 6.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 207 342 206 393 Demand Flow Rate, veh/h 210 349 210 401 Vehicles Circulating, veh/h 380 120 405 202 Vehicles Exiting, veh/h 223 495 185 267 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.2 5.6 6.4 6.9 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 A (Intercept) 1380 1380 1380 1380 B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3 Entry Flow, veh/h 210 349 210 401 Cap Entry Lane, veh/h 937 1221 913 1123 Entry HV Adj Factor 0.984 0.979 0.981 0.981 Flow Entry, veh/h 207 342 206 393 Cap Entry, veh/h 922 1195 896 1101 V/C Ratio 0.224 0.286 0.230 0.357 Control Delay, s/veh 6.2 5.6 6.4 6.9 LOS AAAA 95th %tile Queue, veh 1112 HCM 7th AWSC 16: 27th Ave/27th Ave & Catron 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 1 Intersection Intersection Delay, s/veh 11.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 122 15 45 231 74 43 90 60 52 112 4 Future Vol, veh/h 4 122 15 45 231 74 43 90 60 52 112 4 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 4 122 15 45 231 74 43 90 60 52 112 4 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.9 13 10.6 10.6 HCM LOSABBB Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 22% 3% 13% 31% Vol Thru, % 47% 87% 66% 67% Vol Right, % 31% 11% 21% 2% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 193 141 350 168 LT Vol 43 4 45 52 Through Vol 90 122 231 112 RT Vol 601574 4 Lane Flow Rate 193 141 350 168 Geometry Grp 1111 Degree of Util (X) 0.289 0.212 0.493 0.262 Departure Headway (Hd) 5.385 5.424 5.068 5.61 Convergence, Y/N Yes Yes Yes Yes Cap 666 660 711 640 Service Time 3.425 3.468 3.103 3.651 HCM Lane V/C Ratio 0.29 0.214 0.492 0.263 HCM Control Delay, s/veh 10.6 9.9 13 10.6 HCM Lane LOS BABB HCM 95th-tile Q 1.2 0.8 2.7 1 HCM 7th TWSC 3: Max Ave & Kimberwickie 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 1 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 4 21 0 8 52 62 131 0 66 83 6 Future Vol, veh/h 19 4 21 0 8 52 62 131 0 66 83 6 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 ------------ 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 19 4 21 0 8 52 62 131 0 66 83 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 477 473 86 472 476 131 89 0 0 131 0 0 Stage 1 218 218 - 255 255 ------- Stage 2 259 255 - 217 221 ------- 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 498 490 973 502 488 919 1506 - - 1454 - - Stage 1 784 723 - 749 696 ------- Stage 2 746 696 - 785 720 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 421 446 973 443 444 919 1506 - - 1454 - - Mov Cap-2 Maneuver 421 446 - 443 444 ------- Stage 1 747 688 - 716 665 ------- Stage 2 664 665 - 727 686 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.7 9.84 2.41 3.23 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 578 - - 581 804 756 - - HCM Lane V/C Ratio 0.041 - - 0.076 0.075 0.045 - - HCM Ctrl Dly (s/v) 7.5 0 - 11.7 9.8 7.6 0 - HCM Lane LOS A A -BAAA - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0.1 - - HCM 7th TWSC 4: 19th Ave & Kimberwickie 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 39 0 1542 1273 42 Future Vol, veh/h 0 39 0 1542 1273 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 39 0 1542 1273 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 658 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 407 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 407 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 14.78 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 407 - - HCM Lane V/C Ratio - 0.096 - - HCM Ctrl Dly (s/v) - 14.8 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - HCM 7th TWSC 5: 19th Ave & Rawhide Ridge 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA 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 0 174 0 0 4 150 1538 9 9 1269 35 Future Vol, veh/h 0 0 174 0 0 4 150 1538 9 9 1269 35 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - Stop - - None - - None Storage Length - - 0 - - 0 400 - - 400 - - 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 0 174 0 0 4 150 1538 9 9 1269 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 652 - - 774 1304 0 0 1547 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 0 411 0 0 341 527 - - 425 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 411 - - 341 527 - - 425 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Ctrl Dly, s/v 20.07 15.67 1.28 0.09 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 527 - - 411 341 425 - - HCM Lane V/C Ratio 0.285 - - 0.424 0.012 0.021 - - HCM Ctrl Dly (s/v) 14.5 - - 20.1 15.7 13.7 - - HCM Lane LOS B - - C C B - - HCM 95th %tile Q(veh) 1.2 - - 2.1 0 0.1 - - HCM 7th TWSC 7: Sartain St & 19th Ave 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 4 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 157 125 1696 53 1425 Future Vol, veh/h 0 157 125 1696 53 1425 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 157 125 1696 53 1425 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1864 739 1478 0 - 0 Stage 1 766 ----- Stage 2 1098 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 64 360 452 - - - Stage 1 420 ----- Stage 2 281 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 47 360 452 - - - Mov Cap-2 Maneuver 47 ----- Stage 1 303 ----- Stage 2 281 ----- Approach EB NB SB HCM Ctrl Dly, s/v 22.53 1.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 452 - 360 - - HCM Lane V/C Ratio 0.277 - 0.436 - - HCM Ctrl Dly (s/v) 16 - 22.5 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 1.1 - 2.1 - - HCM 7th TWSC 11: 27th Ave/27th Ave & Cattail 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 5 Intersection Int Delay, s/veh 6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 52 164 197 158 142 44 Future Vol, veh/h 52 164 197 158 142 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 164 197 158 142 44 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 716 164 186 0 - 0 Stage 1 164 ----- Stage 2 552 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 397 881 1388 - - - Stage 1 865 ----- Stage 2 577 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 335 881 1388 - - - Mov Cap-2 Maneuver 335 ----- Stage 1 731 ----- Stage 2 577 ----- Approach EB NB SB HCM Ctrl Dly, s/v 13.61 4.45 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 999 - 633 - - HCM Lane V/C Ratio 0.142 - 0.341 - - HCM Ctrl Dly (s/v) 8 0 13.6 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.5 - 1.5 - - HCM 7th TWSC 20: Cattail 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 6 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 148 5 0 151 0 3 Future Vol, veh/h 148 5 0 151 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 148 5 0 151 0 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 153 0 302 151 Stage 1 - - - - 151 - Stage 2 - - - - 151 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1428 - 690 896 Stage 1 - - - - 877 - Stage 2 - - - - 877 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1428 - 690 896 Mov Cap-2 Maneuver - - - - 690 - Stage 1 - - - - 877 - Stage 2 - - - - 877 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.03 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 896 - - 1428 - HCM Lane V/C Ratio 0.003 ---- HCM Ctrl Dly (s/v) 9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 7th TWSC 26: Baxter & 25th Ave 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 7 Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 50 428 668 22 31 73 Future Vol, veh/h 50 428 668 22 31 73 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 50 428 668 22 31 73 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 690 0 - 0 1207 679 Stage 1 - - - - 679 - Stage 2 - - - - 528 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 905 - - - 203 452 Stage 1 - - - - 504 - Stage 2 - - - - 592 - Platoon blocked, % - - - Mov Cap-1 Maneuver 905 - - - 191 452 Mov Cap-2 Maneuver - - - - 326 - Stage 1 - - - - 476 - Stage 2 - - - - 592 - Approach EB WB SB HCM Ctrl Dly, s/v 0.96 0 16.92 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 905 - - - 405 HCM Lane V/C Ratio 0.055 - - - 0.257 HCM Ctrl Dly (s/v) 9.2 - - - 16.9 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.2 - - - 1 HCM 7th TWSC 28: 27th Ave & Rawhide 12/19/2025 Scenario 86 With ALL 1:01 pm 05/15/2025 2030 PM Synchro 12 Report RLA Page 8 Intersection Int Delay, s/veh 2.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 60 30 174 51 23 148 Future Vol, veh/h 60 30 174 51 23 148 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 60 30 174 51 23 148 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 394 200 0 0 225 0 Stage 1 200 ----- Stage 2 194 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 611 841 - - 1344 - Stage 1 834 ----- Stage 2 839 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 601 841 - - 1344 - Mov Cap-2 Maneuver 601 ----- Stage 1 834 ----- Stage 2 824 ----- Approach WB NB SB HCM Ctrl Dly, s/v 11.27 0 1.04 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 664 1344 - HCM Lane V/C Ratio - - 0.136 0.017 - HCM Ctrl Dly (s/v) - - 11.3 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.5 0.1 -