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Item 12 - Traffic Impact Analysis TRAFFIC IMPACT ANALYSIS Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas August 18, 2023 , PE 08/18/2023 Signature of Registrant Date Halff Associates, Inc. – TBPELS Engineering Firm #312 Prepared for Constellation Real Estate Partnerss 1201 North Bowser Road Richardson, Texas 75081 AVO 54443 TBPELS Engineering Firm Registration No. 312 Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - i - Executive Summary Halff conducted a Traffic Impact Analysis (TIA) on behalf of Constellation Real Estate Partners for the proposed Constellation Southlake warehouse development, to be located on the northeast quadrant of the intersection of State Highway 26 (SH 26), also known as Ira E. Woods Avenue, and Mustang Court / Mustang Drive, in Southlake, Texas. The Constellation Southlake development, covering an area of approximately 33.7 acres, will contain approximately 546,330 square feet (SF) of warehouse space across four new warehouse buildings. Primary access to the development site will be provided by one full access driveway at the intersection of Mustang Court and Southwestern Street. A second access point, for emergency access only purposes, will be provided via an existing access point along SH 26 east of Mustang Court / Mustang Drive. Halff conducted the TIA for submittal to the City of Southlake to support the proposed development of the property. The TIA examined the projected traffic operations at two study intersections within the study area, including the primary access point that will serve the development site, utilizing background traffic count data and projections developed by Kimley -Horn in their May 2021 TIA report for the adjacent Mustang Business Park development. The results of the peak hour intersection analyses indicate the minor movements at the Mustang Court / Southwestern Street intersection are projected to operate at a good LOS A or B for all scenarios. The SH 26 / Mustang Drive / Mustang Court intersection is projected to operate at a LOS E / F in both peak hours in the 2025 and 2030 scenarios. The addition of development trips at the intersection does not change the overall LOS of the intersection from the No Build to the Build scenarios; delay increases are projected to be minimal due to the additional development trips passing through the intersection. As traffic volumes increase in the study area and along the SH 26 corridor, it will be necessary for the City of Grapevine to update the signal timing plans to accommodate the changing traffic demands. Access to the Constellation Southlake development site will be provided via one driveway connection to Mustang Court, as the east leg of the Mustang Court / Southwestern Street intersection. There is currently a driveway connection at this location that provides access to the industrial tank / pipeline equipment development on the southern portion of the site. The proposed access connection is approximately 360 feet from the Mustang Court / SH 26 intersection, which exceeds the City of Southlake’s commercial driveway spacing standard of 100 feet along local streets. Halff did not conduct field measurements for intersection sight distance at the proposed driveway location along Mustang Court. However, based on field observations and the latest aerial and street imagery adjacent to the proposed development site, there appears to be adequate sight distance provided along this roadway section at the location of the proposed site driveway to safely turn onto the roadway when an acceptable gap in traffic is presented. In addition, this is an existing access location that currently serves the industrial tank / pipeline equipment development on the site. Vehicles exiting the driveway are expected to turn left towards SH 26, as a right turn movement only leads into the adjacent Mustang Business Park development, and a crossing movement only leads to an existing industrial / energy site at the west end of Southwestern Street. Based on the analyses conducted for the TIA and a review of the development plans, the table below provides recommendations to accommodate projected traffic, where necessary, related to the proposed Constellation Southlake warehouse development in Southlake, Texas. Study Year Recommendation Responsible Party 2025 Install a stop sign and stop bar at the westbound site driveway approach to Mustang Court Developer 2025 Maintain clear visibility around the site driveway approach to Mustang Court Developer Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - ii - Table of Contents Executive Summary ....................................................................................................................................... i Table of Contents ........................................................................................................................................... ii List of Appendices .......................................................................................................................................... ii List of Tables ................................................................................................................................................. iii List of Figures ................................................................................................................................................ iii I. Introduction ...................................................................................................................................... 1 II. Purpose and Methodology ............................................................................................................... 2 III. Site Location / Study Area ............................................................................................................... 3 IV. Development, Zoning, and Site Access ........................................................................................... 3 A. Existing Zoning .......................................................................................................................... 3 B. Existing Development ............................................................................................................... 3 C. Proposed Zoning ....................................................................................................................... 3 D. Proposed Development ............................................................................................................. 3 E. Proposed Site Access Points (Driveways) ................................................................................ 3 V. Existing Roadway Conditions .......................................................................................................... 4 VI. Future Roadway Conditions ............................................................................................................. 4 VII. Existing Traffic Volumes................................................................................................................... 4 VIII. Projected Traffic Volumes ................................................................................................................ 5 A. No Build Volumes ...................................................................................................................... 5 B. Build Volumes ........................................................................................................................... 6 IX. Trip Generation ................................................................................................................................ 6 A. Existing Trip Generation ............................................................................................................ 6 B. Proposed Site Trip Generation .................................................................................................. 6 C. Net Change in Trip Generation ................................................................................................. 7 X. Trip Distribution ................................................................................................................................ 7 A. General Trip Distribution Percentages ...................................................................................... 7 B. Detailed Trip Distribution Percentages...................................................................................... 7 XI. Trip Assignment ............................................................................................................................... 7 XII. Intersection LOS Analyses ............................................................................................................... 8 A. Methodology and Level of Service Evaluations ........................................................................ 8 B. Summary of Intersection LOS Analysis Results ..................................................................... 10 XIII. Access Evaluation .......................................................................................................................... 10 XIV. Intersection Sight Distance Evaluation .......................................................................................... 11 XV. Conclusions .................................................................................................................................... 11 List of Appendices Appendix A – Site Plan – Constellation Warehouse Development .............................................................. A Appendix B – Mustang Business Park TIA Report – Supplemental Information .......................................... B Appendix C – Turning Movement Traffic Volume Exhibits ........................................................................... C Appendix D – Synchro Output Reports ......................................................................................................... D Appendix E – Existing Signal Timing Sheets ................................................................................................ E Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - iii - List of Tables Table 1 – Estimated Site-Generated One-Way Trips – MBP Development (Background) .......................... 5 Table 2 – Estimated Site-Generated One-Way Trips – Existing Development ............................................ 6 Table 3 – Estimated Site-Generated One-Way Trips – Constellation Southlake ......................................... 6 Table 4 – Estimated Site-Generated One-Way Trips – Net Difference ........................................................ 7 Table 5 – Level-of-Service Criteria for Signalized Intersections ................................................................... 8 Table 6 – Level of Service Criteria for Unsignalized Intersections ............................................................... 9 Table 7 – Intersection LOS Analysis Results – AM Peak Hour .................................................................. 10 Table 8 – Intersection LOS Analysis Results – PM Peak Hour .................................................................. 10 Table 9 – Recommendations ...................................................................................................................... 11 List of Figures Figure 1 – Site Location Map ........................................................................................................................ 1 Figure 2A – Site Plan – Constellation Southlake (1 of 2) .............................................................................. A Figure 2B – Site Plan – Constellation Southlake (2 of 2) .............................................................................. A Figure 3 – Existing Study Intersections ......................................................................................................... C Figure 4 – Existing and Proposed Lane Assignments and Traffic Controls ................................................. C Figure 5 – 2023 Existing Volumes ................................................................................................................ C Figure 6 – 2025 No Build Volumes ............................................................................................................... C Figure 7 – 2030 (No Build + 5 Years) Volumes ............................................................................................ C Figure 8 – Background Development Trips – Mustang Business Park ........................................................ C Figure 9 – Inbound Trip Distribution Percentages – Constellation Southlake .............................................. C Figure 10 – Outbound Trip Distribution Percentages – Constellation Southlake ......................................... C Figure 11 – Development Trips – Constellation Southlake ........................................................................... C Figure 12 – 2025 Build Volumes ................................................................................................................... C Figure 13 – 2030 (Build + 5 Years) Volumes ................................................................................................ C Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 1 - I. INTRODUCTION Halff conducted a Traffic Impact Analysis (TIA) on behalf of Constellation Real Estate Partners for the proposed Constellation Southlake warehouse development, referred hereafter as “Constellation Southlake”, to be located on the northeast quadrant of the intersection of State Highway 26 (SH 26), also known as Ira E. Woods Avenue, and Mustang Court / Mustang Drive, in Southlake, Texas. The Constellation Southlake development, covering an area of approximately 33.7 acres, will contain approximately 546,330 square feet (SF) of warehouse space across four new warehouse buildings. Primary access to the development site will be provided by one full access driveway at the intersection of Mustang Court and Southwestern Street. A second access point, for emergency access only purposes, will be provided via an existing access point along SH 26 east of Mustang Court / Mustang Drive. Figure 1 below shows the location of the development site in relation to SH 26, Mustang Court, Mustang Drive, and Southwestern Street. A copy of the site p lan for the proposed Constellation Southlake development has been included in Appendix A as Figure 2. Screenshot reprinted with permission from Nearmap Aerial Date: May 31, 2023 Figure 1 – Site Location Map N Mustang Dr Mustang Business Park development site (by others) Constellation Southlake warehouse development site Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 2 - II. PURPOSE AND METHODOLOGY The TIA was conducted for submittal to the City of Southlake to support the proposed development of the property. Standard transportation engineering practices were used in conducting the TIA. The TIA examined the projected traffic operations at two study intersections within the study area, including the primary access point that will serve the development site. Halff acquired weekday AM and PM peak period turning movement traffic projections from the City of Southlake to use in the TIA. The traffic projections were developed as part of the TIA for th e adjacent Mustang Business Park development, currently under construction. The 2023 projected AM and PM peak hour volumes were then increased by an annual growth rate, based on historical traffic count data and future traffic projections in the study area, to estimate the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes at the study intersections. Halff generated trips for the proposed Constellation Southlake development based on the current information from the developer, and distributed these trips along the study roadway network, which includes the two study intersections, for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios. Halff calculated the development trips based on the proposed land use and density of the development. Halff then added the development trips to the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes to estimate the 2025 Build and 2030 (Build + 5 Years) peak hour volumes passing through the study roadway network. Halff evaluated the AM and PM peak hour operations at the study intersections for the various analysis scenarios to identify the potential impacts that the development traffic could have on the surrounding roadway network. Halff also addressed the proposed traffic control at one of the study intersections. Based on the analyses conducted for the TIA and a review of the development plans, recommendations to accommodate projected traffic were developed, where necessary, related to the proposed Constellation Southlake development. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 3 - III. SITE LOCATION / STUDY AREA The proposed Constellation Southlake development, covering an area of approximately 33.7 acres, will be located in the northeast quadrant of the SH 26 / Mustang Drive / Mustang Court intersection in Southlake, Texas, as shown in Figure 1. The TIA study area includes the following existing intersections with the current traffic controls: • SH 26 at Mustang Drive / Mustang Court (signalized) • Mustang Court at Southwestern Street (two-way stop control) (TWSC) The location of the proposed Constellation Southlake development site and all study intersections, including the type of intersection, to be analyzed in the TIA are shown in Figure 3 in Appendix C. The existing and proposed lane configurations and traffic controls for each intersection to be analyzed in the TIA are shown in Figure 4 in Appendix C. IV. DEVELOPMENT, ZONING, AND SITE ACCESS A. Existing Zoning The development site is currently zoned “I2” – Heavy Industrial. B. Existing Development As of August 2023, the southern portion of the Constellation Southlake development site is developed with industrial storage tanks and pipeline connections. The northern portion is v acant and contains natural topography and vegetation. C. Proposed Zoning The proposed land use planned for the development site are compatible with the current zoning of the site; therefore, no zoning change is proposed. D. Proposed Development Based on the latest information provided by the developer and presented in the site plan (Figure 2 in Appendix A), the proposed development will consist of the following: • Four warehouse buildings totaling 546,330 SF Construction of the proposed Constellation Southlake warehouse development is anticipated to begin in the second quarter of year 2024, with a construction schedule of approximately fourteen months, and finish in the year 2025. For purposes of this study, build out of the proposed development was assumed to be in the year 2025. E. Proposed Site Access Points (Driveways) The proposed Constellation Southlake development plan calls for the following access connections to adjacent streets: • One driveway connection to Mustang Court • One driveway connection to the existing emergency access drive on the east side of the site The locations of the site driveways in relation of the development site and connecting roadways are shown in the site plan (Figure 2 in Appendix A). The driveway locations are summarized below: Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 4 - • Mustang Court o Driveway – designated as “driveway CSD1” in the TIA; located at the intersection of Mustang Court and Southwestern Street, approximately 340 feet north of SH 26. This driveway is existing and currently serves the industrial storage tank development that occupies the southern portion of the development site • Emergency Access on East Side of Development Site o Driveway – designated as “driveway CSD2” in the TIA; located approximately 130 feet north of SH 26, connecting to the existing emergency access drive that runs along the east side of the development site. This driveway will only be utilized for emergency access; the existing connection to SH 26 is gated at the railroad tracks that run parallel to SH 26. V. EXISTING ROADWAY CONDITIONS SH 26, which runs in a southwest - northeast direction along the south side of the proposed development site, is an existing six-lane divided curb-and-gutter facility with substandard shoulders and a posted speed limit of 45 miles per hour (mph) in the study area. The is a sidewalk along the south side of SH 26 and the Cotton Belt Trail shared use path runs along the north side of SH 26 in the study area. Mustang Court, which runs in a north - south direction along the southwest side of the proposed development site, is an existing three-lane undivided facility with an assumed speed limit of 30 mph by prima facie in the study area. There is an existing sidewalk in place along the west side of Mustang Court. Southwestern Street, which runs in an east – west direction west of the proposed development site from the north terminus of Mustang Court, is an existing two-lane undivided facility with an assumed speed limit of 30 mph in the study area. A sidewalk is in place along the south side of Southwestern Street. Mustang Drive, which runs in an east – west direction to the southeast of SH 26, is an existing four-lane undivided facility with a posted speed limit of 35 mph in the study area. There are sidewalks in place along both sides of Mustang Drive. The SH 26 / Mustang Drive intersection is signalized. VI. FUTURE ROADWAY CONDITIONS SH 26 is identified on the City of Grapevine’s Thoroughfare Plan as a Major Arterial (A*). At this time, there are no plans for improvements along SH 26 in the study area. Mustang Court and Southwestern Street are not identified on the City of Southlake’s Thoroughfare Plan. Mustang Drive is identified on the City of Grapevine’s Thoroughfare Plan as a Minor Arterial (D). At this time, there are no plans for improvements along Mustang Drive in the study area. VII. EXISTING TRAFFIC VOLUMES Halff acquired traffic count data and projections at the two study intersections from the City of Southlake for the development of the TIA. Kimley-Horn (K-H) prepared a TIA, dated May 2021, for the Mustang Business Park (MBP) development, currently under construction in the northwest quadrant of the Mustang Court / Southwestern Street intersection. The 2021 MBP TIA report included projected year 2023 weekday AM and PM peak hour turning movement traffic volumes at the two study intersections, along with development trips generated by the MBP development and distributed at the study intersections. Halff used the estimated year 2023 background traffic volumes from the 2021 MBP TIA report as the 2023 Existing AM and PM peak hour traffic volumes for this TIA and are shown in Figure 5 in Appendix C. Copies of the relevant pages from the 2021 MBP TIA report developed by K-H are included in Appendix B. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 5 - It should be noted that the traffic counts collected during the 2021 MBP TIA report also captured and included the existing development trips accessing in and out of the proposed Constellation Southlake development property. These existing development trips are included and accounted for in the 2023 Existing AM and PM peak hour volumes shown in Figure 5 in Appendix C. VIII. PROJECTED TRAFFIC VOLUMES A. No Build Volumes To project the 2023 Existing peak hour volumes at the study intersections out to the study years 2025 and 2030, the volumes were first increased by a three percent (3%) annual growth rate, based on historical traffic count data and future traffic projections in the study area (TxDOT Statewide Planning Map), to provide a conservative evaluation of the study intersections for the TIA. The three percent (3%) annual growth rate was assumed to account for general growth in background (non-site) traffic. The three percent (3%) annual growth rate does not include development trips generated by the future MBP development, as these trips were added separately to the study year 2025 and 2030 background growth volumes described above. Discussion of the future MBP development is provided in further detail in the following section. The resulting volumes, accounting for background growth at a three percent (3%) annual growth rate and the addition of the MBP development trips, reflect the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes at the study intersections . These volumes are shown in Figures 6 and 7 in Appendix C. Mustang Business Park Development The MBP development is a development on the tract of land located on the northwest quadrat of the Mustang Court / Southwestern Street intersection, adjacent to the proposed Constellation Southlake development. The MBP development is a future development to be comprised of approximately 341,000 SF of warehouse space across three new warehouse buildings. Primary access to the development will be provided by the addition of a fourth leg to the existing Mustang Court / Southwestern Street intersection. Secondary access will be provided to Woodsey Court on the northwest corner of the MBP development site for emergency exit only purposes. The TIA report for the MBP development, titled “Traffic Impact Analysis – Mustang Business Park” and dated May 2021, provides the estimated trip generation calculations for the development. Table 1 below summarizes the land use, density, and trip calculations for the MBP development as presented in the 2021 TIA report. Table 1 – Estimated Site-Generated One-Way Trips – MBP Development (Background) Land Use (Density) [ITE Code] AM Peak Hour of the Adjacent Steet Traffic PM Peak Hour of the Adjacent Steet Traffic 24-Hour Weekday In Out Total In Out Total Total Warehousing (341,000 SF GFA) [150] 51 15 66 19 50 69 584 Total 51 15 66 19 50 69 584 The 2021 MBP TIA report provides the distribution and traffic assignment of the development trips shown in Table 1 to the study roadway network, which includes the two study intersections for the Constellation Southlake TIA study area. The development trips for the MBP development are incorporated in the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes shown in Figures 6 and 7 in Appendix C and are shown separately in Figure 8 in Appendix C. Copies of the relevant pages from the 2021 MBP TIA report developed by K-H are included in Appendix B. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 6 - B. Build Volumes To estimate the 2025 Build and 2030 (Build + 5 Years) peak hour volumes at the study intersections, the development trips shown in Figure 11 in Appendix C were added to the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes shown in Figures 6 and 7. The resulting volumes, which represent the estimated total peak hour volumes at the study intersections for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios, are shown in Figures 12 and 13 in Appendix C. More detailed description of the site generated trips for the proposed Constellation Southlake development distributed along the study roadway network is provided in Sections IX., X., and XI. IX. TRIP GENERATION A. Existing Trip Generation The proposed Constellation Southlake development site property is partially occupied with industrial holding tanks and pipeline equipment. This portion of the site is currently active, and trips generated by the existing development on the site were captured in the traffic count data collected for the 2021 MBP TIA report, summarized below in Table 2. Table 2 – Estimated Site-Generated One-Way Trips – Existing Development Land Use (Density) [ITE Code] AM Peak Hour of the Adjacent Steet Traffic PM Peak Hour of the Adjacent Steet Traffic In Out Total In Out Total Existing Industrial Development [2023 Existing Trips (from 2021 MBP TIA)] 29 17 46 14 62 76 Total 29 17 46 14 62 76 B. Proposed Site Trip Generation Development trips were generated for the proposed Constellation Southlake development for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios. As previous mentioned in Section IV.D., the proposed development will consist of approximately 546,330 SF of warehouse space across four new warehouse buildings. Trips were generated using the historical trip generation data published by the Institute of Transportation Engineer’s (ITE) Trip Generation Manual, 11th Edition and calculated for the typical weekday AM and PM peak hours and for the typical 24-hour weekday. Table 3 below details the land use, density, and trip generation calculations for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios for the proposed Constellation Southlake development. Table 3 – Estimated Site-Generated One-Way Trips – Constellation Southlake Land Use (Density) [ITE Code] AM Peak Hour of the Adjacent Steet Traffic PM Peak Hour of the Adjacent Steet Traffic 24-Hour Weekday In Out Total In Out Total Total Warehousing (546,330 GFA) [310] 69 20 89 26 66 92 901 Total 69 20 89 26 66 92 901 No trip reduction factors were applied to the site-generated trips shown in Table 3. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 7 - C. Net Change in Trip Generation The net change in trip generation is equal to the difference in the number of trips generated by the existing uses of the development property, shown in Table 2, from the number of trips generated by the proposed Constellation Southlake development, shown in Table 3. Table 4 below details the difference in trip generation calculations between the existing development on the site and the proposed Constellation Southlake warehouse development for the typical weekday AM and PM peak hours. Table 4 – Estimated Site-Generated One-Way Trips – Net Difference Land Use (Density) [ITE Code] AM Peak Hour of the Adjacent Steet Traffic PM Peak Hour of the Adjacent Steet Traffic In Out Total In Out Total Constellation Southlake Development (Proposed) 69 20 89 26 66 92 Industrial Development (Existing) 29 17 46 14 62 76 Net Difference 40 3 43 12 4 16 X. TRIP DISTRIBUTION A. General Trip Distribution Percentages Halff utilized the same general trip distribution percentages for the Constellation Southlake development as were used in the 2021 MBP TIA, as the two developments are similar in nature (warehousing). The general trip distribution percentages used for the site are summarized below : • To / from the northeast via SH 26 ..................................................................... 45% • To / from the southwest via SH 26 .................................................................... 20% • To / from the east via Mustang Drive ................................................................ 35% B. Detailed Trip Distribution Percentages The detailed inbound and outbound trip distribution percentages used for the AM and PM peak hours at the existing and proposed study intersections for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios are shown in Figures 9 and 10 in Appendix C. XI. TRIP ASSIGNMENT The 2025 Build and 2030 (Build + 5 Years) AM and PM peak hour development trips (net increase) for the proposed Constellation Southlake development shown in Table 4 were distributed along the study roadway network using the trip distribution percentages shown in Figures 9 and 10. These development trips are shown in Figure 11 in Appendix C. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 8 - XII. INTERSECTION LOS ANALYSES A. Methodology and Level of Service Evaluations Halff conducted weekday AM and PM peak hour intersection level -of-service (LOS) analyses at the two study intersections for the following analysis scenarios: • 2023 Existing: (2023 projected background volumes from the 2021 MBP TIA) • 2025 No Build: (2-year background growth of existing volumes plus MBP trips) • 2030 (No Build + 5 Years): (7-year background growth of existing volumes plus MBP trips) • 2025 Build: (2025 No Build projected volumes plus Constellation Southlake development trips) • 2030 (Build + 5 Years): (2030 (No Build + 5 Years) projected volumes plus Constellation Southlake development trips) Results of the intersection analyses for all TWSC intersections were generated using the standard procedures outlined in the Transportation Research Board’s (TRB) Highway Capacity Manual, 7th Edition (HCM), through the use of the Trafficware Synchro 11 software package. For the SH 26 / Mustang Drive / Mustang Court signalized intersection, results of the intersection analyses were generated through Synchro’s Percentile Delay Method to model the existing actuated traffic signal in the TIA study area under varying traffic loads as observed in field conditions. For reference, all Synchro output reports are provided in Appendix D. It should be noted that the Synchro 11 traffic software does not include analysis reports based on the latest edition of the HCM (7th Edition). All Synchro analysis and reports developed under the HCM methodology is restricted to the 6th Edition or earlier. LOS is described in terms of the average stopped delay experienced per vehicle for a particular mov ement, approach, or for the entire intersection during a typical morning or afternoon peak hour periods on a given weekday. Separate LOS thresholds for signalized and unsignalized intersections in the HCM have been established to analyze and compare the current and projected traffic operations at a particular intersection. The criteria and description for each LOS classification for signalized intersections is provided in Table 5. The criteria and description for the LOS classifications for unsignalized int ersections is provided in Table 6. Table 5 – Level-of-Service Criteria for Signalized Intersections Level of Service Description Average Stopped Delay (sec/veh) A Little to no delays experienced at the intersection and vehicle progression is exceptionally favorable. Majority of vehicles arrive during the green indication and travel through the intersection without stopping. <10.0 B Light delays are experienced at the intersection and vehicle progression is highly favorable. Most vehicles pass through the intersection, with slightly higher stopped vehicles than with LOS A. > 10.0 &  20.0 C Moderate delays are experienced at the intersection and vehicle progression is favorable. Individual cycle failures may begin to appear. The number of vehicles stopping is significant, although many vehicles still clear the intersection within one cycle. > 20.0 &  35.0 D Moderate to heavy delays are experienced at the intersection and progression is ineffective. Many vehicles stop and individual cycle failures are noticeable. > 35.0 &  55.0 E Heavy delays are experienced at the intersection and progression is unfavorable. Individual cycle failures are frequent. > 55.0 &  80.0 F Excessive delays experienced at the intersection and vehicle progression is very poor. Most cycles fail to clear the queue. > 80.0 Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 9 - Table 6 – Level of Service Criteria for Unsignalized Intersections Level of Service Description Average Stopped Delay (sec/veh) A Little to no delays experienced at stopped movement; free-flow conditions  10.0 B Light delays experienced at stopped movements; indicative of free-flow conditions > 10.0 and  15.0 C Moderate delays experienced at stopped movements; influence of traffic density on operations becomes marked > 15.0 and  25.0 D Moderate to heavy delays at the stopped movements; ability to maneuver is severely restricted due to congestion > 25.0 and  35.0 E Heavy delays experienced at stopped movements; operations are at or near capacity and are unstable > 35.0 and  50.0 F* Excessive delays experienced at stopped movements; forced flow or breakdown characterized by queues > 50.0 Note: * - LOS F is assigned to a movement with a volume-to-capacity ratio greater than 1.0, regardless of the average stopped delay. The 2023 Existing traffic volumes intersection analyses were conducted using the existing lane assignments and traffic controls at the existing study intersections shown in Figure 4 in Appendix C and the 2023 Existing AM and PM peak hour volumes shown in Figure 5 in Appendix C. Values for the peak hour factor (PHF) and heavy vehicle percentages (HV%) for each movement at the study intersections reflect the values used in the 2021 MBP TIA report. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized intersection are based on the existing signal timing sheets acquired from the City of Southlake, which are included in Appendix E. The 2025 No Build and Build traffic volumes intersection analyses were conducted using the existing and proposed lane assignments and traffic controls at the existing and proposed study intersections shown in Figure 4 in Appendix C and the 2025 No Build and Build AM and PM peak hour volumes shown in Figures 6 and 12 in Appendix C. PHF and HV% values for the existing study intersections for the 2025 No Build and Build analysis scenarios were assumed to follow the values used in the 2023 Existing analysis scenario. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized intersection for the 2025 No Build and Build analysis scenarios are identical to those used in the 2023 Existing analysis scenario. The 2030 (No Build + 5 Years) and (Build + 5 Years) traffic volumes intersec tion analyses were conducted using the existing and proposed lane assignments and traffic controls at the existing and proposed study intersections shown in Figure 4 in Appendix C and the 2030 (No Build + 5 Years) and (Build + 5 Years) AM and PM peak hour volumes shown in Figures 7 and 13 in Appendix C. PHF and HV% values for the existing study intersections for the 2030 (No Build + 5 Years) and (Build + 5 Years) analysis scenarios were assumed to follow the values used in the 2023 Existing analysis scenario. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized intersection for the 2030 (No Build + 5 Years) and (Build + 5 Years) analysis scenarios are identical to those used in the 2023 Existing analysis scenario. The intersection analyses results for the AM and PM peak hours are shown in Tables 7 and 8. The signalized intersection analysis results represent the delays and LOS for each approach and for the overall intersection. The unsignalized intersection analyses results represent the critical minor movements or approaches. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 10 - Table 7 – Intersection LOS Analysis Results – AM Peak Hour Intersection (Existing / Proposed) [Signalized / AWSC / TWSC] Overall / Approach / Movement 2023 Existing 2025 No Build 2025 Build 2030 (No Build + 5 Years) 2030 (Build + 5 Years) AM AM AM AM AM Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 1 SH 26 at Mustang Drive / Mustang Court (Existing) [Signalized] OVERALL 43.0 D 61.6 E 62.0 E 111.2 F 112.4 F EB 47.6 D 67.7 E 67.7 E 131.1 F 130.9 F WB 21.9 C 24.5 C 24.0 C 26.7 C 28.6 C NB 42.4 D 76.4 E 81.7 F 112.5 F 123.6 F SB 72.4 E 71.1 E 70.7 E 71.9 E 71.8 E 2 Mustang Court at Southwestern Street / Driveway CSD1 (Existing) [TWSC] NBL/T/R* N/A* N/A* 8.2 A 8.2 A 8.2 A 8.2 A EBL/T/R* N/A* N/A* 9.7 A 9.8 A 9.8 A 9.9 A WBL/T/R* N/A* N/A* 11.6 B 12.0 B 12.0 B 12.4 B SBL/T/R* N/A* N/A* 0.0 A 0.0 B 0.0 A 0.0 A Note: * - Intersection 2 in the 2023 Existing scenario is a free T-intersection; no delays are reported Table 8 – Intersection LOS Analysis Results – PM Peak Hour Intersection (Existing / Proposed) [Signalized / AWSC / TWSC] Overall / Approach / Movement 2023 Existing 2025 No Build 2025 Build 2030 (No Build + 5 Years) 2030 (Build + 5 Years) PM PM PM PM PM Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 1 SH 26 at Mustang Drive / Mustang Court (Existing) [Signalized] OVERALL 48.6 D 80.5 F 82.1 F 136.2 F 137.9 F EB 13.5 B 13.8 B 13.8 B 14.7 B 14.7 B WB 19.3 B 26.6 C 26.5 C 42.5 D 42.4 D NB 226.5 F 412.7 F 422.4 F 732.8 F 742.3 F SB 74.1 E 89.8 F 90.8 F 94.8 F 95.8 F 2 Mustang Court at Southwestern Street / Driveway CSD1 (Existing) [TWSC] NBL/T/R N/A* N/A* 8.2 A 8.2 A 8.2 A 8.2 A EBL/T/R N/A* N/A* 9.9 A 9.9 A 9.9 A 10.0 B WBL/T/R N/A* N/A* 11.0 B 11.2 B 11.4 B 11.5 B SBL/T/R N/A* N/A* 0.0 A 0.0 A 0.0 A 0.0 A Note: * - Intersection 2 in the 2023 Existing scenario is a free T-intersection; no delays are reported B. Summary of Intersection LOS Analysis Results The results of the peak hour intersection analyses shown in Tables 7 and 8 indicate the minor movements at the Mustang Court / Southwestern Street intersection are projected to operate at a good LOS A or B for all scenarios. The SH 26 / Mustang Drive / Mustang Court intersection is projected to operate at a LOS E / F in both peak hours in the year 2025 and year 2030 analysis scenarios. The addition of development trips at the intersection does not change the overall LOS of the intersection from the No Build to the Build scenarios; delay increases are projected to be minimal due to the additional development trips passing through the intersection. As traffic volumes increase in the study area and along the SH 26 corridor, it will be necessary for the City of Grapevine to update the signal timing plans to accommodate the changing traffic demands. XIII. ACCESS EVALUATION As mentioned, access to the Constellation Southlake development site will be provided via one driveway connection to Mustang Court, driveway CSD1, as the east leg of the Mustang Court / Southwestern Street intersection. There is currently a driveway connection at this location that provides access to the industrial tank / pipeline equipment development on the southern portion of the site. The proposed access connection is approximately 360 feet from the Mustang Court / SH 26 intersection, which exceeds the City of Southlake’s commercial driveway spacing standard of 100 feet along local streets. Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - 11 - XIV. INTERSECTION SIGHT DISTANCE EVALUATION Intersection sight distance for the proposed site driveway connection to Mustang Court was evaluated based on criteria set forth by the American Association of State Highway and Transportation Officials (AASHTO), in their design manual A Policy on Geometric Design of Highways and Street (2018), also known as the “Green Book”. AASHTO’s Green Book publishes intersection sight distance guidelines for vehicles turning left or right from a minor access point onto a major street, or crossing the major street, where the minor access point approach is stop-controlled at the major street. For the proposed full access site driveway along Mustang Court, intersection sight distance guidelines for passenger cars and combination trucks are summarized below: • Left turn from driveway CSD1 o Passenger Cars: 355 feet o Combination Trucks: 540 feet • Right turn from driveway CSD1 o Passenger Cars: 290 feet o Combination Trucks: 465 feet • Crossing from driveway CSD1 o Passenger Cars: 290 feet o Combination Trucks: 465 feet Intersection sight distance calculations are based on the current assumed speed limit along Mustang Court, 30 mph, and the existing three-lane undivided cross section. Halff did not conduct field measurements for intersection sight distance at the proposed driveway location along Mustang Court. However, based on field observations and the latest aerial and street imagery adjacent to the proposed development site, there appears to be adequate sight distance provided along this roadway section at the location of the proposed site driveway to safely turn onto the roadway when an acceptable gap in traffic is presented. In addition, this is an existing access location that currently serves the industrial tank / pipeline equipment development on the site. Vehicles exiting the driveway are expected to turn left towards SH 26, as a right turn movement only leads into the adjacent MBP development, and a crossing movement only leads to an existing industrial / energy site at the west end of Southwestern Street. Halff recommends clearing any excessive vegetation, signage, and any other large items along the east side of Mustang Court that could impact visibility in order to maintain clear sight lines when looking in the appropriate direction(s) from the driveway approach. Halff also recommends that the landscape and civil plan for the development consider the minimum required sight distance at the driveway approach in its design. XV. CONCLUSIONS Based on the analyses conducted for the TIA and a review of the development plans, Table 9 below provides recommendations to accommodate projected traffic, where necessary, related to the proposed Constellation Southlake warehouse development in Southlake, Texas. Table 9 – Recommendations Study Year Recommendation Responsible Party 2025 Install a stop sign and stop bar at the westbound site driveway approach to Mustang Court Developer 2025 Maintain clear visibility around the site driveway approach to Mustang Court Developer Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - A - Appendix A – Site Plan – Constellation Warehouse Development EX GASEX GASEX GASEX GASEX GASEX GASEx OHEEx FuelEx FuelEx FuelEx FuelEx FuelEx FuelEx OHESPECIAL WARRANTY DEED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 2A, CALLED 0.357 ACRES DOC. NO. D211011162 O.P.R.T.C.T. SPECIAL WARRANTY DEED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 2B, CALLED 1.250 ACRES DOC. NO. D211011162 O.P.R.T.C.T. SPECIAL WARRANTY DEED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 4, CALLED 14.645 ACRES DOC. NO. D211011162 O.P.R.T.C.T. LOT 1 EXPLORER ADDITION DOC. NO. D220044871 O.R.T.C.T. SPECIAL WARRANTY DEED EXPLORER PIPELINE COMPANY CALLED 15.6 ACRES VOL. 5140, PG. 424 D.R.T.C.T. GENERAL WARRANTY DEED WITH VENDOR'S LIEN MAURO MARTINEZ AND IRMA MALDONADO CALLED 0.50 ACRES DOC. NO. D218210357 O.P.R.T.C.T. GENERAL WARRANTY DEED WITH VENDOR'S LIEN JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 O.P.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES VOL. 1650, PG. 121 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN RALPH K. NEWTON CALLED 0.502 ACRES VOL. 12445, PG. 1497 O.R.T.C.T. GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAMIREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. GENERAL WARRANTY DEED JENNIFER WANG CALLED 0.50 ACRES DOC. NO. D217279049 O.P.R.T.C.T. SPECIAL WARRANTY DEED EUSTOLIO C. GUTIERREZ AND DIANA GUTIERREZ, CO-TRUSTEES, OR THEIR SUCCESSOR(S), OF THE TOLO AND DIANA GUTIERREZ TRUST CALLED 0.50 ACRES DOC. NO. D205088912 O.R.T.C.T. LOT 9, H. DECKER NO. 438 ADDITION DOC. NO. D210108188 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN MARK D. WILLOUGHBY AND WIFE, TRACY V. WILLOUGHBY VOL. 10439, PG. 999 O.R.T.C.T. LOT 8, H. DECKER NO. 438 ADDITION DOC. NO. D210108187 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT I DOC. NO. D202115321 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T.S01°07'02"E 1187.96'N00°53'45"W 1424.78'N89°23'47"E 958.92'S01°07'02"E 1187.96'LOT 1, BLOCK 1 FINA ADDITION CAB. A, SLIDE 1476 P.R.T.C.T. 15' BUILDING SETBACK 10' BUILDING SETBACK 15' BUILDING SETBACK FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSPECIAL WARRANTY DEED EXPLORER PIPELINE COMPANY CALLED 15.6 ACRES VOL.5140, PG. 424 D.R.T.C.T. SPECIAL WARRANTY DEED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 3, CALLED 0.483 ACRES DOC.NO. D211011162 O.P.R.T.C.T.FLFLFLFLFLFLFLFLFLFLFLFLFLBUILDING 3 102,957 SF FFE = 601.00 BUILDING 2 188,132 SF FFE = 605.75 BUILDING 1 134,401 SF FFE = 608.75 BUILDING 4 120,840 SF FFE = 604.00 CO CO CO CO 3 2 4 11 9 2 7 9 9 12 5 2 2 9 5 5 9 99 9 3 3 5 18'26'18'5'535'751'427'20'26.5'5'18'26'18' 5.5' SIDEWALK 5' 250'117'240'26'117' 5' 5.5' SIDEWALK 18'26'18'11.7'9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.) 9' (TYP.) 9' (TYP.) 56' R 30' R 30' R 30' R 30' R 30' R 5 ZONED = I2 L.U.D.= INDUSTRIAL ZONED = I2 L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL ZONED = MH L.U.D.= INDUSTRIAL 1212 10 9 2 11 11 3 3 11 11 7 12 12 12 12 12 2 1111 11 11 11 12 12 12 11 12 9 PROP. 10'x50' (TYP.) LOADING SPACE BEGIN PROP. RETAINING WALL HEIGHT ± 1.0 FT END PROP. RETAINING WALL HEIGHT ± 2.5 FT PROP. RETAINING WALL HEIGHT ± 16.5 FT PROP. RETAINING WALL HEIGHT ± 14.5 FT PROP. 10'x50' (TYP.) LOADING SPACE PROP. 10'x50' (TYP.) LOADING SPACE PROP. 10'x50' (TYP.) LOADING SPACE26' FIRE LANE26' FIRE LANE26' FIRE LANE26' FIRE LANE 26' FIRE LANE 10' CURB INLET 8-GRATE INLET 8-GRATE INLET 3-GRATE INLET 2-GRATE INLET 2-GRATE INLET 2-GRATE INLET 8-GRATE INLET 8-GRATE INLET 8-GRATE INLET 8-GRATE INLET 6-GRATE INLET 5' CURB INLET 2-GRATE INLET 2-GRATE INLET 5' CURB INLET 5' CURB INLET PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH 10' TYPE F1 BUFFER YARD 5' TYPE A BUFFER YARD 10' TYPE A BUFFER YARD EXISTING FH EXISTING FH PROPOSED DUMPSTER LOCATION PROPOSED DUMPSTER LOCATION PROPOSED FDC CONNECT TO EXISTING CONC. ACCESS ROAD PROPOSED FDCPROPOSED FDC PROPOSED FDC PROPOSED 2" DOM. WTR METER PROPOSED 2" DOM. WTR METER PROPOSED SSMH PROPOSED SSMH PROPOSED SSMH PROPOSED SSMH PROP. 10' SANITARY SEWER EASEMENT PROP. 10' WATER EASEMENT PROP. 10' WATER EASEMENT PROP. 10' WATER EASEMENT PROP. 10' SANITARY SEWER EASEMENT13.5'26'12'5'18'26'18'5'11.5'18'26'18'8'503'5'PROP. 10' WATER EASEMENT PROP. 10' WATER EASEMENT 12 R=3' (TYP.) 30' R30' R 30' R 30' RR=3' (TYP.) 15' R 15' R15' R R=3' (TYP.) 10' R 30' R 10' R 30' R 30' R10' R 30' R 56' R 56' R 10' R 30' R 10' R 100' R R=3' (TYP.) R=3' (TYP.) 9' (TYP.)26' FIRE LANE PROPOSED 2-WAY SSCO PROPOSED 2-WAY SSCOPROPOSED 2-WAY SSCO PROPOSED 2-WAY SSCO 5.5' SIDEWALK 10' SIDEWALK 5.5' SIDEWALK 10' SIDEWALK 5.5' SIDEWALK 10' SIDEWALK 10' SIDEWALK 5.5' SIDEWALK 10' SIDEWALK PROP. RETAINING WALL HEIGHT ± 16.7 FT PROPOSED 8 FT SOLID WOOD SCREEN FENCE PROPOSED 8 FT SOLID WOOD SCREEN FENCE 30'R 15' R 25' R 25' R 30' R 30' R 30' R 25' R 25' R 100' R 13' (TYP.) 13' (TYP.)13' (TYP.)13' (TYP.)13' (TYP.) 20' R EASEMENT THE SHAMROCK PIPE LINE CORPORATION 30' WIDE EASEMENT VOL.13739, PG. 506 O.R.T.C.T. PIPELINE EASEMENT CONOCO PIPE LINE COMPANY 30' EASEMENT VOL.9486, PG. 185 O.R.T.C.T. PRIVATE ROADWAY AGREEMENT CONOCOPHILLIPS COMPANY MAGELLAN TERMINALS HOLDINGS, L.P. ALON USA REFINING, INC. 50' EASEMENT DOC.NO. D208448489 O.R.T.C.T. EASEMENT AGREEMENT THE CITY OF SOUTHLAKE WATER PIPELINE DOC.NO. D220005858 O.R.T.C.T. 0 50'100' GRAPHIC SCALE - 1"=50' C1.01 SITE PLAN FILE NAME: A:\54000s\54443\001\LD\CADD\Sheets\C100-SP-54443.dwg DATE: July 31, 2023, TIME: 11:18 AM, USER: ah4569 AVO: 54443SHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54443 JULY, 2023 CAD KEF AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200CONSTELLATIONSOUTHLAKESOUTHLAKE, TEXASTARRENT COUNTYPRELIMINARY KAYLIE E. FLYNN 135900 P.E. NO. 7/31/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPELS FIRM #F-312 N MATCH LINE SEE SHEET C1.02 VICINITY MAP 6" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER X" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 5" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER SCARIFIED COMPACTED SUBGRADE 7" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER 6" LIME STABILIZED SUBGRADE PER GEOTECH REPORT NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. FIRE LANE ENGINEER: HALFF ASSOCIATES, INC. 1201 N BOWSER RD RICHARDSON, TX 75081 CONTACT: KAYLIE FLYNN, PE (214) 937-3923 KFLYNN@HALFF.COM SITE PLAN CONSTELLATION SOUTHLAKE TRACT 1, 2a, 2b, 3 & 4 33.71 ACRES SITUATED IN THE H. DECKER SURVEY ABSTRACT NO. 438 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JULY, 2023 OWNER/DEVELOPER: CONSTELLATION REAL ESTATE PARTNERS 2021 MCKINNEY AVE, SUITE 300 DALLAS, TX 75201 CONTACT: JOHN DELVAC (214) 814-4312 JOHND@CONSTELLATIONREP.COM LANDSCAPE BUFFER YARD BUILDING ENTRANCE/EXIT EXISTING LEGEND: MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT SIGN LIGHT POLE SANITARY SEWER MANHOLE ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE POWER POLE GAS METER SANITARY SEWER LINE STORM SEWER LINE LOT LINE EASEMENT LINE CURB INLET ELECTRIC PULL BOX ELECTRIC JUNCTION BOX GAS VALVE PROPOSED LEGEND: PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER PROPOSED CLEANOUTCO GRATE INLET CURB INLET PROPOSED FENCE LINE FL Figure 2-1 - Site Plan EX G A S EX G A S EX GASEX GASEX GASEX GASEx FuelEx FuelEx FuelEx FuelEx FuelEx FuelEx O H E Ex O H E Ex OHEEx OHESPECIAL WARRANTY DEED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 1, CALLED 16.800 ACRES DOC. NO. D211011162 O.P.R.T.C.T. LOT 1 EXPLORER ADDITION DOC. NO. D220044871 O.R.T.C.T. LOT 1, BLOCK 1, MUSTANG BUSINESS PARK DOC. NO. D222280817 O.P.R.T.C.T. DEE D DAL L A S A R E A R A PI D T R A N SI T P R O P E R T Y A C Q UI SI TI O N C O R P O R A TI O N CAL L E D 1 0 0' WI D E VOL. 1 0 1 4 6, P G. 6 4 0 O.R. T. C. T. SPECIAL WARRANTY DEED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 5, CALLED 0.167 ACRES DOC.NO. D211011162 O.P.R.T.C.T. WARRANTY DEED JOE L. WRIGHT, TRUSTEE REMAINDER OF A CALLED 30.750 ACRES VOL.8060, PG. 27 D.R.T.C.T. N82°16'25"E 46.86'N37°47'09"E55.71'N00°53'45"W 1424.78'S53° 5 2' 2 3" W 1 0 5 1. 6 9'N36°09 '38 "W36.74 'S06°26'25"E46.62'S37°47'09"W 54.23'N00°53'45"W117.46'S01°07'02"E 1187.96'15' BUILDING SETBACK 50' BUILDING SETBACK 15' BUILDING SETBACKFLFLFL FLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLF L FL FL FL FL FL C1C 2 C3 CURVE DATA CURVE No. C1 C2 C3 LENGTH 103.12' 115.45' 130.30' RADIUS 175.00' 832.00' 832.00' Δ 33°45'41" 7°57'02" 8°58'24" CHD LENGTH 101.63' 115.36' 130.17' CHD BEARING N20° 54' 19"E N51° 56' 22"W N40° 38' 50"W BUILDING 3 102,957 SF FFE = 601.00 BUILDING 2 188,132 SF FFE = 605.75 PRO P O S E D D E T E N TI O N P O N D 8 9 5 9 9 9 13 2 12 6 6 2 10 12 751'427'12'90'30'124.5 ' 14.8'18'26'18' 5' 240'117'250' 5' 18'26'18'5'26.5'20.5' 24' 5.5' SIDEWALK5.5' SIDEWALK 26'117'9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)100' R 130' R 30' R 130' R 40' R ZONED = I1 L.U.D.= INDUSTRIAL 9 12 12 12 2 12 2 PROP. 10'x50' (TYP.) LOADING SPACE BEGIN PROP. RETAINING WALL HEIGHT ± 4.0 FT END PROP. RETAINING WALL HEIGHT ± 4.0 FT END PROP. RETAINING WALL HEIGHT ± 5.0 FT BEGIN PROP. RETAINING WALL HEIGHT ± 3.0 FT PROP. RETAINING WALL HEIGHT ± 7.0 FT PROP. 10'x50' (TYP.) LOADING SPACE 26' FIRE LANE30' FI R E L A N E 26' FIRE LANE2-GRATE INLET 4'x10' TYPE SW-0 HEADWALL 8-GRATE INLET 8-GRATE INLET 10' CURB INLET 15' CURB INLET 5' CURB INLET 10' CURB INLET 4' CONC. FLUME 2-GRATE INLET 5' CURB INLET PROPOSED FH PROPOSED FH PROPOSED FH 5' TYPE A BUFFER YARD 5' TYPE A BUFFER YARD EXISTING FH EXISTING FH EXISTING FH EXISTING FH CONNECT TO EXISTING ACCESS ROAD PROPOSED FH EXIST. 15' SANITARY SEWER EASEMENT 24'30'PROP. 10' WATER EASEMENT PROP. 10' WATER EASEMENT 12 12 12 10 2 130' R 5' R 10' R 25' R 30' R 5' R 10' R 10' R 10' R60'R 3 0 'R 10' R 30' R 60' R 15' R 15' R 30' R 3 0 ' 30' R CONNECT TO EXISTING CONC. ACCESS ROAD 100' 5.5' SIDEWALK 10' SIDEWALK 10' SIDEWALK 5.5' SIDEWALK 10' SIDEWALK 26' FIRE LANE70.5'72.7 '45.3 '100'5.5 '9.0 '119'100' 18.39' TO EX. FH (100' RI G H T- O F- W A Y)IRA E. W O O D S A V E N U E (STA T E HI G H W A Y 2 6)MUSTANG COUR T ( 6 4 ' R IGH T -O F -WAY )SOUTHWESTERNST 30' R 100' R 30' R 30' R 30' R 51' R 30' R 10' R 13' (TYP.)13' (TYP.)13' (TYP.)1010 132.4' STACKINGRIGHT OF WAY AGREEMENT EXPLORER PIPELINE COMPANY 30' WIDE EASEMENT VOL.9205, PG. 1030 D.R.T.C.T. EASEMENT THE SHAMROCK PIPE LINE CORPORATION 30' WIDE EASEMENT VOL.13739, PG. 506 O.R.T.C.T. EASEMENT AND RIGHT-OF-WAY TEXAS POWER & LIGHT COMPANY VOL.7249, PG. 267 D.R.T.C.T. 10' TYPE D BUFFER YARD 15' CURB INLET 5' CURB INLET C1.02 SITE PLAN 0 50'100' GRAPHIC SCALE - 1"=50'FILE NAME: A:\54000s\54443\001\LD\CADD\Sheets\C100-SP-54443.dwg DATE: July 31, 2023, TIME: 11:19 AM, USER: ah4569 AVO: 54443SHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54443 JULY, 2023 CAD KEF AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200CONSTELLATIONSOUTHLAKESOUTHLAKE, TEXASTARRENT COUNTYPRELIMINARY KAYLIE E. FLYNN 135900 P.E. NO. 7/31/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPELS FIRM #F-312 N MATCH LINE SEE SHEET C1.01 ENGINEER: HALFF ASSOCIATES, INC. 1201 N BOWSER RD RICHARDSON, TX 75081 CONTACT: KAYLIE FLYNN, PE (214) 937-3923 KFLYNN@HALFF.COM SITE PLAN CONSTELLATION SOUTHLAKE TRACT 1, 2a, 2b, 3 & 4 33.71 ACRES SITUATED IN THE H. DECKER SURVEY ABSTRACT NO. 438 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JULY, 2023 OWNER/DEVELOPER: CONSTELLATION REAL ESTATE PARTNERS 2021 MCKINNEY AVE, SUITE 300 DALLAS, TX 75201 CONTACT: JOHN DELVAC (214) 814-4312 JOHND@CONSTELLATIONREP.COM EXISTING LEGEND: MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT SIGN LIGHT POLE SANITARY SEWER MANHOLE ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE POWER POLE GAS METER SANITARY SEWER LINE STORM SEWER LINE LOT LINE EASEMENT LINE CURB INLET ELECTRIC PULL BOX ELECTRIC JUNCTION BOX GAS VALVE SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SF) SEASONAL COLOR (SF) REQUIRED 81,785 SF 75%164 328 2,045 12,268 1,624 PROVIDED 148,500 SF 75%190 368 2,215 17,142 1,800 PARKING ANALYSIS CHART PROPOSED USE PROPOSED AREA (SF) PARKING REQ'D RATIO SPACES BUILDING 1: BUILDING AREA:134,401 OFFICE AREA:13,450 1:300 44.8 WARHOUSE AREA:120,951 1:1000 121.0 BUILDING 2: BUILDING AREA:188,132 OFFICE AREA:18,820 1:300 62.7 WAREHOUSE AREA:169,312 1:1000 169.3 BUILDING 3: BUILDING AREA:102,957 OFFICE AREA:10,300 1:300 34.3 WAREHOUSE AREA:92,657 1:1000 92.7 BUILINDG 4: BUILDING AREA:120,840 OFFICE AREA:12,100 1:300 40.3 WAREHOUSE AREA:108,740 1:1000 108.7 TOTAL PARKING REQUIRED:674 PARKING PROVIDED:686 HANDICAP PARKING REQUIRED:14 HANDICAP PARKING PROVIDED:20 SUMMARY CHART - SITE DATA EXISTING PROPOSED ZONING I2 I2 LAND USE DESIGNATION HEAVY INDUSTRIAL HEAVY INDUSTRIAL GROSS/NET ACREAGE 1,468,218 SF (33.71 AC)1,468,218 SF (33.71 AC) NUMBER OF PROPOSED LOTS 6 1 SITE COVERAGE (%)45.85%77.50% AREA OF IMPERVIOUS COVERAGE SF (%)673,157 SF (45.85%)1,137,915 SF (77.50%) AREA OF OPEN SPACE SF/(%)795,061 SF (54.15%)330,303 SF (22.50%) TOTAL BUILDING/FLOOR AREA N/A 546,330 SF NUMBER OF STORIES N/A 1 BUILDING HEIGHT(S)N/A 35 FT REQUIRED LOADING SPACES N/A 28 PROVIDED LOADING SPACES N/A 121 *NOTE ANY CREDITS USED IN CALCULATIONS A. REQUIREMENTS REDUCED BY 20% DUE TO DOUBLING OF BUFFER DEPTH B. ALL CANOPY TREES REQUIRED AND SOME OF THE ACCENT TREES REQUIRED SATISFIED BY EXISTING TREE CREDITS. VICINITY MAP 6" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER X" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 5" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER SCARIFIED COMPACTED SUBGRADE 7" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER 6" LIME STABILIZED SUBGRADE PER GEOTECH REPORT NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. FL FIRE LANE LANDSCAPE BUFFER YARD BUILDING ENTRANCE/EXIT PROPOSED LEGEND: PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER PROPOSED CLEANOUTCO GRATE INLET CURB INLET PROPOSED FENCE LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV.= 602.84 SUMMARY CHART- BUFFER YARD LOCATION/LENGTH PROVIDED BUFFERYARD WIDTH/TYPE REQUIRED BUFFERYARD WIDTH/TYPE NORTH - 960'5 FT/ TYPE A 5 FT/ TYPE A EAST - 1,187.96'5 FT/ TYPE A 5 FT/ TYPE A WEST - 765.44'5 FT/ TYPE A 5 FT / TYPE A WEST - 865'10 FT / TYPE F1 10 FT/ TYPE F1 SOUTH - HWY 26 / 1,051.69'10FT/ TYPE D 10 FT/ TYPE D Figure 2-2 - Site Plan Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - B - Appendix B – Mustang Business Park TIA Report – Supplemental Information Traffic Impact Analysis ZA20-0067 Mustang Business Park Southlake, Texas Initial Submission: February 1, 2021 Second Submission: March 16, 2021 Third Submission: April 2, 2021 Updated Submission: May 3, 2021 Kimley-Horn and Associates, Inc. Dallas, Texas Project #067806210 Registered Firm F-928 Traffic Impact Analysis ZA20-0067 Mustang Business Park Southlake, Texas Prepared by: Kimley-Horn and Associates, Inc. 13455 Noel Road, Two Galleria Tower, Suite 700 Dallas, Texas 75240 Registered Firm F-928 Contact: Scot Johnson, P.E., PTOE Jake Halter, EIT 972-770-1300 Initial Submission: February 1, 2021 Second Submission: March 16, 2021 Third Submission: April 2, 2021 Updated Submission: May 3, 2021 Page i kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TABLE OF CONTENTS EXECUTIVE SUMMARY .......................................................................................................... iii I. INTRODUCTION ................................................................................................................. 1 A. PURPOSE ............................................................................................................................ 1 B. METHODOLOGY ................................................................................................................... 1 II. EXISTING AND FUTURE AREA CONDITIONS ................................................................... 3 A. ROADWAY CHARACTERISTICS ............................................................................................... 3 B. EXISTING STUDY AREA ......................................................................................................... 3 C. PROPOSED SITE IMPROVEMENTS ........................................................................................... 3 D. EXISTING TRAFFIC VOLUMES ................................................................................................. 3 III. PROJECT TRAFFIC CHARACTERISTICS .......................................................................... 7 A. SITE-GENERATED TRAFFIC ................................................................................................... 7 B. TRIP DISTRIBUTION AND ASSIGNMENT .................................................................................... 8 C. DEVELOPMENT OF 2023 BACKGROUND TRAFFIC ..................................................................... 8 D. DEVELOPMENT OF 2023 TOTAL TRAFFIC ................................................................................ 9 E. DEVELOPMENT OF 2028 BACKGROUND AND TOTAL TRAFFIC .................................................... 9 IV. ALL-WAY STOP-CONTROL ANALYSIS ............................................................................ 13 V. TRAFFIC OPERATIONS ANALYSIS ................................................................................. 15 A. ANALYSIS METHODOLOGY .................................................................................................. 15 B. ANALYSIS RESULTS ............................................................................................................ 15 C. 2021 EXISTING TRAFFIC OPERATIONS ................................................................................. 16 D. 2023 BACKGROUND TRAFFIC OPERATIONS .......................................................................... 17 E. 2023 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS ........................................ 17 F. 2028 BACKGROUND TRAFFIC OPERATIONS .......................................................................... 18 G. 2028 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS ........................................ 18 H. INTERNAL SITE TRAFFIC OPERATIONS .................................................................................. 18 I. INTERNAL STACKING DISTANCE ........................................................................................... 19 VI. ALTERNATE TRAFFIC OPERATIONS ANALYSIS ............................................................ 20 VII. CONCLUSIONS AND RECOMMENDATIONS ................................................................... 21 APPENDIX A ........................................................................................................................... 22 A. ROADWAY CHARACTERISTICS ............................................................................................. 22 APPENDIX B ........................................................................................................................... 23 A. ANALYSIS METHODOLOGY .................................................................................................. 23 Page ii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 LIST OF EXHIBITS EXHIBIT 1: VICINITY MAP ................................................................................................................... 2 EXHIBIT 2: CONCEPTUAL SITE PLAN ................................................................................................... 2 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL .............................................................. 6 EXHIBIT 4: 2021 EXISTING TRAFFIC VOLUMES ..................................................................................... 6 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT .................................................................. 10 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES ............................................................................... 10 EXHIBIT 7: 2023 BACKGROUND TRAFFIC VOLUMES ............................................................................ 11 EXHIBIT 8: 2023 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ......................................... 11 EXHIBIT 9: 2028 BACKGROUND TRAFFIC VOLUMES ............................................................................ 12 EXHIBIT 10: 2028 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ....................................... 12 LIST OF TABLES TABLE 1 – TRIP GENERATION ............................................................................................................ 8 TABLE 2 – ALL-WAY STOP-CONTROL WARRANT ANALYSIS ................................................................ 14 TABLE 3 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY AM PEAK HOUR ........................................... 16 TABLE 4 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY PM PEAK HOUR ........................................... 16 TABLE 5 – TRAFFIC OPERATIONAL RESULTS – ALTERNATIVE AWSC ANALYSIS ..................................... 20 TABLE 6 – LEVEL OF SERVICE DEFINITIONS ....................................................................................... 23 Page iii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 EXECUTIVE SUMMARY May 2021 Update Note: To address comments provided by the City of Southlake Planning and Zoning Commission, the Mustang Business Park development plan has been updated so that there are no requested exceptions. The building height and stacking space exceptions have been eliminated from the request. April 2021 Update Note: To address comments provided by the City of Southlake, the Mustang Business Park development plan and the accompanying Traffic Impact Analysis were revised. The changes included minor typographical corrections and slight adjustments in signal timings to ensure that the background scenario timing matches the timing for the total traffic scenario. The update also includes explanations throughout the report to address various concerns from the neighboring developments. March 2021 Update Note: To address comments provided by the City of Southlake, the Mustang Business Park development plan and the accompanying Traffic Impact Analysis were revised. The three major areas addressed were site parking concerns, the operation and configuration of the intersection of Mustang Court and Southwestern Street, and the internal traffic operations of the site. The proposed Mustang Business Park development is located northwest of the intersection of Mustang Court and SH 26 in Southlake, Texas. The site is proposed to be built with 341,000 SF of industrial warehousing uses. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. The following existing intersections were selected to be part of this study: ▪ SH 26 at Mustang Drive/Mustang Court ▪ Southwestern Street at Mustang Court The site will have access to a proposed extension of Mustang Court into the development, and it will have six driveways accessing Mustang Court. Each of these paths converge at the intersection of Southwestern Street and Mustang Cou rt, so this analysis analyzed the intersection of Southwestern Street and Mustang Cou rt in lieu of the individual driveway intersections with Mustang Court. The traffic operations at the driveways will be as good as or better than the operations at the int ersection of Southwestern Street and Mustang Court. The site also has emergency access to Woodsey Court. This access point will be gated and will not be used for site traffic. There are not expected to be any queues developing on the property. In both pea k hours, the rate of vehicles entering the property is less than one per minute, and the rate of vehicles exiting the property is likewise less than one per minute. The rate of trucks entering and exiting the property is nearly one per six minutes. Each of the site driveways will experience fewer vehicles Page iv kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 than the intersection of Southwest Street and Mustang Court, so the low-delay and short-queue operating conditions of Southwest Street can be expected at each of the site driveways. Therefore, there are not expected to be queueing problems at any on -site movement or approach. Each of the driveways along Mustang Court for the Mustang Bu siness Park development meet the required 150’ stacking distance. The proposed site plan satisfies the requirement of the City of Southlake. Traffic operations were analyzed at the study intersections for existing volumes, 2023 and 2028 background traffic volumes, and 2023 and 2028 background plus site-generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The Mustang Business Park development is expected to generate approximately 66 new weekday AM peak hour one -way vehicle trips and 69 new weekday PM peak hour one-way vehicle trips at buildout. The distribution of the site -generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patter ns, and the project's proposed access location s. Based on the analysis presented in this report, the proposed Mustang Business Park development can be successfully incorporated into the surrounding roadway network. The proposed site driveways provide the appropriate level of access for the development. The site - generated traffic does not have a disproportionate effect on the existing vehicle traffic operations. No improvements to the external roadway network are required for the site. The intersection of Mustang Court and Southwestern Street does not meet All-Way STOP- Control traffic volume warrants with existing or future volumes, so the intersection should be signed as Two-Way STOP-Control. Mustang Court has higher traffic volumes currently and in the future scenarios, so it should be designated as the main road, and Southwestern Street should be STOP-Controlled. Mustang Road also travels over t he railroad tracks to the southeast of the intersection, so it is desirable to have the northwestbound approach of Mustang Court be a free, unstopped movement to avoid a situation in which vehicles may queue across the railroad tracks. In response to comments provided by the City of Southlake regarding the amount of proposed parking, the parking totals for the Mustang Business Park development have been revised. The City sets forth its parking requirements in Section 35 of its Land Development Code. The Land Development Code establishes parking minimums but does not limit the number of spaces a development may have . For warehousing uses, the minimum number of required parking spaces is found in Section 35.b(10). The minimum is calculated as 1 space per 1,0 00 square feet of under-roof industrial area and 1 space per each 300 square feet of under -roof office area. The number of required parking spaces for the Mustang Business Park development is 3 89 Page v kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 spaces, and the development provides 392 spaces. Therefore, the development as proposed satisfies the parking requirements of the City of Southlake Land Development Code and does not provide significantly more than the code requires . Page 1 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 I. INTRODUCTION A. Purpose Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic conditions associated with the development of the Mustang Business Park located northwest of the intersection of Mustang Court and SH 26 . A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts . B. Methodology Traffic operations were analyzed at the study inters ections for AM and PM peak hours for the following scenarios: ▪ 2021 existing traffic ▪ 2023 background traffic ▪ 2023 background plus site traffic ▪ 2028 background traffic ▪ 2028 background plus site traffic The capacity analyses were conducted using the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. LEGEND: = Study Intersection EXHIBIT 2 Conceptual Site Plan Not To Scale EXHIBIT 1 Vicinity Map North Not To Scale North Mustang Drive SITE Page 3 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 II. EXISTING AND FUTURE AREA CONDITIONS A. Roadway Characteristics The following signalized intersection was evaluated as part of this study: ▪ SH 26 at Mustang Drive/Mustang Court The following unsignalized intersection was evaluated as part of this study: ▪ Southwestern Street at Mustang Court The major study area roadways are described in Appendix A. Exhibit 3 illustrates the intersection geometry used for the traffic analysis. B. Existing Study Area The property is zoned as Light Industrial, and the Future Land Use is designated as Industrial. The property is currently undeveloped. C. Proposed Site Improvements The development as proposed includes 341,000 SF of industrial warehousing uses. As shown in Exhibit 3, the site has one access point to the external street network. Mustang Court will be extended through the site, and there will be six driveways which access Mustang Court, but all will feed into the intersection of Mustang Court and Southwestern Street. Mustang Court will be a private street northwest of Southwestern Street. Intersection sight distance at the proposed driveways will be acceptable, with each on relatively the flat, straight, and low-speed segment of Mustang Court that runs through the site. The development has an emergency access point to Woodsey Court. This access point will be gated and will not be used for site traff ic. D. Existing Traffic Volumes 24-hour machine counts were collected near the site on SH 26. The raw count sheets, as well as a comparison between the 24 -hour volumes collected and previous 24-hour counts, are provided in Volume 2 of this report. The heavy vehicle percentages were included with the traffic counts and used for this analysis. Where site generated traffic was present, the heavy vehicle percentages were adjusted accordingly, as explained later in this report. The 24-hour count showed the daily volume on the roadway link as follows: • SH 26: 28,869 vehicles per day (vpd), 30% lower than the 2019 traffic volumes taken at the same location Page 4 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Due to the lowered traffic volumes due to the circumstances surrounding COVID -19, the peak hours of the traffic counts along SH 26 and Mustang Court/Drive were compared to find an appropriate adjustment factor. ▪ SH 26 NB • 2019 TxDOT Traffic Counts ▪ AM peak hour: 2,914 vehicles ▪ PM peak hour: 1,485 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 1,568 vehicles ▪ PM peak hour: 1,057 vehicles • Adjustment Factors ▪ AM peak hour: 2,914/1,568 = 1.86 (86% increase) ▪ PM peak hour: 1,485/1,057 = 1.40 (40% increase) ▪ SH 26 SB • 2019 TxDOT Traffic Counts ▪ AM peak hour: 869 vehicles ▪ PM peak hour: 2,383 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 848 vehicles ▪ PM peak hour: 1,706 vehicles • Adjustment Factors ▪ AM peak hour: 869/848 = 1.02 (2% increase) ▪ PM peak hour: 2,383/1,706 = 1.40 (40% increase) ▪ Mustang Court (both directions) • 2019 TxDOT Traffic Counts ▪ AM peak hour: 89 vehicles ▪ PM peak hour: 77 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 41 vehicles ▪ PM peak hour: 26 vehicles • Adjustment Factors ▪ AM peak hour: 89/41 = 2.17 (117% increase) ▪ PM peak hour: 77/26 = 2.96 (196% increase) ▪ Mustang Drive (WB) • 2019 TxDOT Traffic Counts ▪ AM peak hour: 465 vehicles ▪ PM peak hour: 631 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 374 vehicles ▪ PM peak hour: 400 vehicles Page 5 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 • Adjustment Factors ▪ AM peak hour: 465/374= 1.24 (24% increase) ▪ PM peak hour: 631/400 = 1.58 (58% increase) Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes, adjusted to account for the impact of COVID-19 on traffic volumes. LEGEND: = Signalized = Turn Bay Intersection = Stop-Controlled = Driveway Lanes or Approach Off-Site Improvements = Travel Lane TWLTL = Two-Way Left Turn Lane 0 13 18 541 123 159 (169) (6)(50)26 (15)(7)(2020)(207)0 (5) 22 (6)306 (457) 28 (30) 4 26 4 (12)15 2267 730 (3)(6)0 (0)(6)(1019)(344) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.EXHIBIT 4 2021 Adjusted Existing Traffic Volumes Not To Scale EXHIBIT 3 Lane Assignment and Intersection Control North Not To Scale North Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad** STOP ***STOP STOP The westbound right-turn from Mustang Drive to SH 26 is channelized, which provides an informal 50' storage bay. The traffic volumes at the NB approach of SH 26 were increased by 86% in the AM peak hour and by 40% in the PM peak hour. The traffic volumes at the WB approach of Mustang Drive were increased by 24% in the AM peak hour and by 58% in the PM peak hour. The traffic volumes at the SB approach of SH 26 were increased by 2% in the AM peak hour and by 40% in the PM peak hour. The traffic volumes at the EB approach of Mustang Court and at the intersection of Mustang Court and Southwestern Street were increased by 117% in the AM peak hour and by 196% in the PM peak hour. The traffic volumes at the EB approach of Mustang Court and at the intersection of Mustang Court and Southwestern Street were increased by 117% in the AM peak hour and by 196% in the PM peak hour. Page 7 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 III. PROJECT TRAFFIC CHARACTERISTICS A. Site-Generated Traffic Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time in terval. The acknowledged source for trip generation rates is the 10 th edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rat es in nationwide studies of similar land uses. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. The Mustang Business Park is intended to be leased to industrial warehousing clients. Among uses found in the ITE Trip Generation Manual, Warehousing (Land Use Code 150) most closely matches the intended leasing clients. Other related uses would be General Light Industrial (Land Use Code 110) and In dustrial Park (Land Use Code 130). General Light Industrial, as defined by the Trip Generation Manual, has an emphasis on industrial activity, not warehouse storage, and includes uses such as “printing, material testing, and assembly of data processing e quipment.” This does not match the intended warehousing clients that the Mustang Business Park is being built to attract. Industrial Park is described as “characterized by a mix of manufacturing, service, and warehouse facilities…Many industrial parks contain highly diversified facilities”. While warehousing is listed among the various activities of the Industrial Park category, this site is intended to be rather homogenous in its focus on warehousing, and there is not expected to be the variety of other u ses that would be expected in an Industrial Park development. The Warehousing category is defined as “primarily devoted to the storage of materials, but it may also include office and maintenance areas.” This is the closest match to the intended clientele of the Mustang Business Park development. Therefore, the Warehousing category (Land Use Code 150) was used to generate traffic for the proposed site. No reductions were taken for pass-by trips, internal capture, or multimodal use. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. Page 8 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Table 1 – Trip Generation The heavy vehicle percentage for Warehousing uses, according to ITE, is 20%. The heavy vehicle percentage for each movement at the study intersections was calculated using a weighted average between the site-generated (SG below) traffic and the traffic volumes and heavy vehicle percentages from the background scenarios (BG below), which are known from the existing traffic counts. 𝑆𝑜𝑡𝑎𝑙 𝑉𝑜𝑙𝑡𝑙𝑒 𝐺𝑉%= (𝐵𝐺 𝑆𝑟𝑎𝑒𝑒𝑖𝑐 𝑉𝑜𝑙𝑡𝑙𝑒)∗(𝐵𝐺 𝐺𝑉%)+(𝑆𝐺 𝑉𝑜𝑙𝑡𝑙𝑒)∗(𝑆𝑖𝑡𝑒 𝐺𝑉%) 𝐵𝐺 𝑆𝑟𝑎𝑒𝑒𝑖𝑐 𝑉𝑜𝑙𝑡𝑙𝑒+ 𝑆𝐺 𝑉𝑜𝑙𝑡𝑙𝑒 B. Trip Distribution and Assignment The distribution of the site-generated traffic volumes in to and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative land use density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbound traffic assignment, where the directional distribution is applied using the most probable paths to and from the site, can be found in Exhibit 5. Exhibit 6 shows the resulting site-generated weekday AM and weekday PM peak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages. C. Development of 2023 Background Traffic In order to obtain 2023 background traffic, the existing traffic counts and historic counts near the site were compared to find expected growth trends within the study area. Based on the recent growth in the area, an annual growth rate of 5% was assumed for the background traffic through 2023. To calculate the 2023 background traffic, the existing 2021 traffic counts were grown by 5% annually for two years. The resulting 2023 background weekday AM and PM peak hour traffic volumes are shown in Exhibit 7. Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL Warehousing 341,000 SF 150 584 51 15 66 19 50 69 Development Totals Truck Trips (20% of Total Trips):117 10 3 13 4 10 14 Passenger Vehicle Trips:467 41 12 53 15 40 55 Trip Generation rates based on ITE's Trip Generation Manual , 10th Edition. Heavy Vehicle Percentages based on ITE's Trip Generation Handbook, 3rd Edition PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips Page 9 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 D. Development of 2023 Total Traffic Site traffic volumes were added to the background volumes to represent the estimated total (background plus site-generated) traffic conditions for the 2023 study year after completion of the proposed development. Exhibit 8 shows the resulting 2023 weekday AM and PM peak hour total traffic volumes. E. Development of 2028 Background and Total Traffic The background and total traffic volumes in the 2028 study year were calculated in a similar manner to the 2023 traffic volumes by adding five years of 3% growth over the 2023 background volumes. Exhibit 9 shows the resulting 2028 weekday AM and PM peak hour background traffic volumes, and Exhibit 10 shows the resulting 2028 weekday AM and PM peak hour total traffic volumes afte r the addition of the site-generated traffic. 100%45%35% (45%) (100%) (35%)20% (20%) LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic 0 0 0 0 (0)23 0 0 0 (0) (0)(0)(0)51 (19)(9)(0)(0)18 (7) 0 (0)0 (0) 0 (0)7 (23) 15 (50)0 0 0 5 (18)10 0 0 0 (0)(0)(0)(0)3 (10)(4)(0)(0) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.EXHIBIT 6 Site-Generated Traffic Volumes Not To Scale EXHIBIT 5 Trip Distribution and Traffic Assignment North Not To Scale North Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad 0 14 20 596 136 175 (186) (7)(55)29 (17)(8)(2227)(228)0 (6) 24 (7)337 (504) 31 (33) 4 29 4 (13)17 2499 805 (3)(7)0 (0)(7)(1123)(379) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 0 0 14 29 (17)43 596 136 175 (186) (0)(7)(55)51 (19)(17)(2227)(228)18 (13) 24 (7)337 (504) 0 (0)38 (56) 15 (50)0 4 29 9 (31)27 2499 805 0 (0)(0)(3)(7)3 (10)(11)(1123)(379) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.EXHIBIT 8 2023 Background Plus Site-Generated Traffic Volumes Not To Scale EXHIBIT 7 2023 Background Traffic Volumes North Not To Scale North Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad 0 17 23 691 157 203 (216) (8)(64)33 (19)(9)(2582)(265)0 (6) 28 (8)391 (584) 36 (38) 5 33 5 (15)19 2897 933 (4)(8)0 (0)(8)(1302)(440) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 0 0 17 33 (19)46 691 157 203 (216) (0)(8)(64)51 (19)(18)(2582)(265)18 (13) 28 (8)391 (584) 0 (0)43 (61) 15 (50)0 5 33 10 (33)29 2897 933 0 (0)(0)(4)(8)3 (10)(12)(1302)(440) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.EXHIBIT 10 2028 Background Plus Site-Generated Traffic Volumes Not To Scale EXHIBIT 9 2028 Background Traffic Volumes North Not To Scale North Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 8 7 7 3 25 1/20/2021 1:00 1 6 3 2 12 2:00 5 6 5 3 19 3:00 4 12 9 13 38 4:00 8 14 26 50 98 5:00 48 75 110 115 348 6:00 157 180 246 237 820 7:00 308 335 430 427 1500 8:00 350 361 320 280 1311 9:00 235 231 238 213 917 10:00 214 182 216 196 808 11:00 222 194 235 214 865 12:00 230 206 216 222 874 13:00 218 212 210 201 841 14:00 218 220 210 230 878 15:00 286 239 286 246 1057 16:00 280 210 256 236 982 17:00 244 250 230 214 938 18:00 175 210 166 135 686 19:00 140 122 106 114 482 20:00 84 87 76 72 319 21:00 64 64 44 42 214 22:00 44 31 27 21 123 23:00 12 14 13 11 50 TOTAL:14,205 The A.M. peak hour from 7:30 to 8:30 is 1,568 The P.M. peak hour from 15:00 to 16:00 is 1,057 NB SH 26 South of Mustang Drive 0 200 400 600 800 1000 1200 1400 1600 VOLUMETIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 11 9 12 8 40 1/26/2021 1:00 9 7 9 13 38 2:00 8 8 3 7 26 3:00 11 2 10 9 32 4:00 10 5 8 16 39 5:00 11 27 24 34 96 6:00 46 60 87 103 296 7:00 122 139 201 223 685 8:00 230 194 192 194 810 9:00 164 182 163 176 685 10:00 158 168 174 186 686 11:00 156 184 212 167 719 12:00 242 231 228 270 971 13:00 215 237 202 226 880 14:00 232 272 316 272 1092 15:00 294 352 312 328 1286 16:00 428 410 421 385 1644 17:00 448 427 446 349 1670 18:00 358 290 270 218 1136 19:00 221 203 191 152 767 20:00 119 130 109 77 435 21:00 104 90 84 78 356 22:00 56 46 47 34 183 23:00 31 20 25 16 92 TOTAL:14,664 The A.M. peak hour from 7:30 to 8:30 is 848 The P.M. peak hour from 16:45 to 17:45 is 1,706 SB SH 26 South of Mustang Drive 0 200 400 600 800 1000 1200 1400 1600 1800 VOLUMETIME 1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC Wed Jan 20, 2021 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909, -97.11909 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2021-01-20 7:00AM 3 0 0 0 33 0 30 0 31 0 6161 0 2 236 58 1 297297 0 23 83 2 1 109109 0 470470 7:15AM 1 1 0 0 22 0 46 1 26 0 7373 0 0 251 95 2 348348 0 36 91 5 0 132132 0 555555 7:30AM 2 1 0 0 33 0 59 0 38 0 9797 0 1 354 101 0 456456 0 27 119 5 0 151151 0 707707 7:45AM 3 1 0 0 44 0 69 0 32 0 101101 0 0 301 99 1 401401 0 27 162 7 2 198198 0 704704 Hourly Total 9 3 0 0 1212 0 204 1 127 0 332332 0 3 1142 353 4 15021502 0 113 455 19 3 590590 0 24362436 8:00AM 2 0 0 0 22 0 67 0 31 0 9898 0 0 304 89 3 396396 0 23 128 3 1 155155 0 651651 8:15AM 6 0 0 0 66 0 51 0 27 0 7878 0 2 261 104 1 368368 0 39 119 3 1 162162 0 614614 8:30AM 6 0 0 0 66 0 89 1 37 0 127127 0 0 253 80 2 335335 0 26 134 1 1 162162 0 630630 8:45AM 2 0 0 0 22 0 53 1 26 0 8080 0 2 224 64 1 291291 0 15 146 1 1 163163 0 536536 Hourly Total 16 0 0 0 1616 0 260 2 121 0 383383 0 4 1042 337 7 13901390 0 103 527 8 4 642642 0 24312431 4:00PM 5 4 0 0 99 0 92 0 41 0 133133 0 0 190 76 1 267267 0 46 353 1 2 402402 0 811811 4:15PM 2 2 0 0 44 0 96 0 42 0 138138 0 0 150 56 0 206206 0 38 327 4 1 370370 0 718718 4:30PM 2 1 0 0 33 0 77 0 32 0 109109 0 0 180 63 0 243243 0 33 360 1 0 394394 0 749749 4:45PM 3 0 0 0 33 0 76 1 24 0 101101 0 0 150 61 1 212212 0 40 318 3 0 361361 0 677677 Hourly Total 12 7 0 0 1919 0 341 1 139 0 481481 0 0 670 256 2 928928 0 157 1358 9 3 15271527 0 29552955 5:00PM 4 0 0 0 44 0 68 2 29 0 9999 0 0 197 65 2 264264 0 35 429 0 1 465465 0 832832 5:15PM 1 3 0 0 44 0 69 0 22 0 9191 0 0 198 56 1 255255 0 39 339 1 0 379379 0 729729 5:30PM 1 2 0 0 33 0 57 0 25 0 8282 0 2 166 62 1 231231 0 40 370 0 3 413413 0 729729 5:45PM 1 0 0 0 11 0 68 0 33 0 101101 0 0 168 52 1 221221 0 31 281 1 0 313313 0 636636 Hourly Total 7 5 0 0 1212 0 262 2 109 0 373373 0 2 729 235 5 971971 0 145 1419 2 4 15701570 0 29262926 TotalTotal 44 15 0 0 5959 0 1067 6 496 0 15691569 0 9 3583 1181 18 47914791 0 518 3759 38 14 43294329 0 1074810748 % Approach% Approach 74.6%25.4%0%0%---68.0%0.4%31.6%0%---0.2%74.8%24.7%0.4%---12.0%86.8%0.9%0.3%---- % Total% Total 0.4%0.1%0%0%0.5%0.5%-9.9%0.1%4.6%0%14.6%14.6%-0.1%33.3%11.0%0.2%44.6%44.6%-4.8%35.0%0.4%0.1%40.3%40.3%-- LightsLights 6 14 0 0 2020 -1047 6 485 0 15381538 -6 3532 1142 18 46984698 -510 3721 4 14 42494249 -10505 % Lights% Lights 13.6%93.3%0%0%33.9%33.9%-98.1%100%97.8%0%98.0%98.0%-66.7%98.6%96.7%100%98.1%98.1%-98.5%99.0%10.5%100%98.2%98.2%-97.7% Articulated TrucksArticulated Trucks 34 1 0 0 3535 -3 0 0 0 33 -3 20 1 0 2424 -0 8 32 0 4040 -102 % Articulated Trucks% Articulated Trucks 77.3%6.7%0%0%59.3%59.3%-0.3%0%0%0%0.2%0.2%-33.3%0.6%0.1%0%0.5%0.5%-0%0.2%84.2%0%0.9%0.9%-0.9% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 4 0 0 0 44 -17 0 11 0 2828 -0 31 38 0 6969 -8 30 2 0 4040 -141 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 9.1%0%0%0%6.8%6.8%-1.6%0%2.2%0%1.8%1.8%-0%0.9%3.2%0%1.4%1.4%-1.5%0.8%5.3%0%0.9%0.9%-1.3% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC Wed Jan 20, 2021 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909, -97.11909 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2021-01-20 7:30AM 2 1 0 0 33 0 59 0 38 0 9797 0 1 354 101 0 456456 0 27 119 5 0 151151 0 707707 7:45AM 3 1 0 0 44 0 69 0 32 0 101101 0 0 301 99 1 401401 0 27 162 7 2 198198 0 704704 8:00AM 2 0 0 0 22 0 67 0 31 0 9898 0 0 304 89 3 396396 0 23 128 3 1 155155 0 651651 8:15AM 6 0 0 0 66 0 51 0 27 0 7878 0 2 261 104 1 368368 0 39 119 3 1 162162 0 614614 TotalTotal 13 2 0 0 1515 0 246 0 128 0 374374 0 3 1220 393 5 16211621 0 116 528 18 4 666666 0 26762676 % Approach% Approach 86.7%13.3%0%0%---65.8%0%34.2%0%---0.2%75.3%24.2%0.3%---17.4%79.3%2.7%0.6%---- % Total% Total 0.5%0.1%0%0%0.6%0.6%-9.2%0%4.8%0%14.0%14.0%-0.1%45.6%14.7%0.2%60.6%60.6%-4.3%19.7%0.7%0.1%24.9%24.9%-- PHFPHF 0.542 0.500 --0.6250.625 -0.891 -0.842 -0.9260.926 -0.375 0.862 0.945 0.417 0.8890.889 -0.744 0.815 0.643 0.500 0.8410.841 -0.946 LightsLights 0 1 0 0 11 -239 0 122 0 361361 -3 1204 375 5 15871587 -115 513 2 4 634634 -2583 % Lights% Lights 0%50.0%0%0%6.7%6.7%-97.2%0%95.3%0%96.5%96.5%-100%98.7%95.4%100%97.9%97.9%-99.1%97.2%11.1%100%95.2%95.2%-96.5% Articulated TrucksArticulated Trucks 12 1 0 0 1313 -1 0 0 0 11 -0 9 1 0 1010 -0 0 15 0 1515 -39 % Articulated Trucks% Articulated Trucks 92.3%50.0%0%0%86.7%86.7%-0.4%0%0%0%0.3%0.3%-0%0.7%0.3%0%0.6%0.6%-0%0%83.3%0%2.3%2.3%-1.5% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 1 0 0 0 11 -6 0 6 0 1212 -0 7 17 0 2424 -1 15 1 0 1717 -54 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 7.7%0%0%0%6.7%6.7%-2.4%0%4.7%0%3.2%3.2%-0%0.6%4.3%0%1.5%1.5%-0.9%2.8%5.6%0%2.6%2.6%-2.0% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC Wed Jan 20, 2021 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909, -97.11909 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2021-01-20 4:30PM 2 1 0 0 33 0 77 0 32 0 109109 0 0 180 63 0 243243 0 33 360 1 0 394394 0 749749 4:45PM 3 0 0 0 33 0 76 1 24 0 101101 0 0 150 61 1 212212 0 40 318 3 0 361361 0 677677 5:00PM 4 0 0 0 44 0 68 2 29 0 9999 0 0 197 65 2 264264 0 35 429 0 1 465465 0 832832 5:15PM 1 3 0 0 44 0 69 0 22 0 9191 0 0 198 56 1 255255 0 39 339 1 0 379379 0 729729 TotalTotal 10 4 0 0 1414 0 290 3 107 0 400400 0 0 725 245 4 974974 0 147 1446 5 1 15991599 0 29872987 % Approach% Approach 71.4%28.6%0%0%---72.5%0.8%26.8%0%---0%74.4%25.2%0.4%---9.2%90.4%0.3%0.1%---- % Total% Total 0.3%0.1%0%0%0.5%0.5%-9.7%0.1%3.6%0%13.4%13.4%-0%24.3%8.2%0.1%32.6%32.6%-4.9%48.4%0.2%0%53.5%53.5%-- PHFPHF 0.625 0.333 --0.8750.875 -0.942 0.375 0.836 -0.9170.917 --0.915 0.942 0.500 0.9220.922 -0.919 0.843 0.417 0.250 0.8600.860 -0.898 LightsLights 3 4 0 0 77 -288 3 106 0 397397 -0 716 239 4 959959 -147 1442 1 1 15911591 -2954 % Lights% Lights 30.0%100%0%0%50.0%50.0%-99.3%100%99.1%0%99.3%99.3%-0%98.8%97.6%100%98.5%98.5%-100%99.7%20.0%100%99.5%99.5%-98.9% Articulated TrucksArticulated Trucks 6 0 0 0 66 -1 0 0 0 11 -0 0 0 0 00 -0 2 3 0 55 -12 % Articulated Trucks% Articulated Trucks 60.0%0%0%0%42.9%42.9%-0.3%0%0%0%0.3%0.3%-0%0%0%0%0%0%-0%0.1%60.0%0%0.3%0.3%-0.4% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 1 0 0 0 11 -1 0 1 0 22 -0 9 6 0 1515 -0 2 1 0 33 -21 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 10.0%0%0%0%7.1%7.1%-0.3%0%0.9%0%0.5%0.5%-0%1.2%2.4%0%1.5%1.5%-0%0.1%20.0%0%0.2%0.2%-0.7% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022, -97.11994 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2021-01-20 7:00AM 2 2 0 44 0 0 1 0 11 0 2 1 0 33 0 88 7:15AM 4 2 0 66 0 0 1 0 11 0 1 2 0 33 0 1010 7:30AM 2 4 0 66 0 0 3 0 33 0 0 0 0 00 0 99 7:45AM 5 3 0 88 0 1 3 0 44 0 1 0 0 11 0 1313 Hourly Total 13 11 0 2424 0 1 8 0 99 0 4 3 0 77 0 4040 8:00AM 2 1 0 33 0 1 1 0 22 0 1 0 0 11 0 66 8:15AM 1 4 0 55 0 0 5 0 55 0 4 0 0 44 0 1414 8:30AM 0 1 0 11 0 1 1 0 22 0 3 0 0 33 0 66 8:45AM 1 3 0 44 0 0 1 0 11 0 1 0 0 11 0 66 Hourly Total 4 9 0 1313 0 2 8 0 1010 0 9 0 0 99 0 3232 4:00PM 0 1 0 11 0 1 1 0 22 0 8 1 0 99 0 1212 4:15PM 1 3 0 44 0 0 0 0 00 0 4 0 0 44 0 88 4:30PM 0 0 0 00 0 0 0 0 00 0 3 1 0 44 0 44 4:45PM 1 1 0 22 0 0 1 0 11 0 2 0 0 22 0 55 Hourly Total 2 5 0 77 0 1 2 0 33 0 17 2 0 1919 0 2929 5:00PM 0 0 0 00 0 2 1 0 33 0 0 0 0 00 0 33 5:15PM 0 1 0 11 0 0 0 0 00 0 2 1 0 33 0 44 5:30PM 0 1 0 11 0 0 1 0 11 0 2 0 0 22 0 44 5:45PM 0 1 0 11 0 0 0 0 00 0 1 0 0 11 0 22 Hourly Total 0 3 0 33 0 2 2 0 44 0 5 1 0 66 0 1313 TotalTotal 19 28 0 4747 0 6 20 0 2626 0 35 6 0 4141 0 114114 % Approach% Approach 40.4%59.6%0%---23.1%76.9%0%---85.4%14.6%0%---- % Total% Total 16.7%24.6%0%41.2%41.2%-5.3%17.5%0%22.8%22.8%-30.7%5.3%0%36.0%36.0%-- LightsLights 1 9 0 1010 -5 2 0 77 -15 6 0 2121 -38 % Lights% Lights 5.3%32.1%0%21.3%21.3%-83.3%10.0%0%26.9%26.9%-42.9%100%0%51.2%51.2%-33.3% Articulated TrucksArticulated Trucks 16 19 0 3535 -0 17 0 1717 -18 0 0 1818 -70 % Articulated Trucks% Articulated Trucks 84.2%67.9%0%74.5%74.5%-0%85.0%0%65.4%65.4%-51.4%0%0%43.9%43.9%-61.4% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 2 0 0 22 -1 1 0 22 -2 0 0 22 -6 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 10.5%0%0%4.3%4.3%-16.7%5.0%0%7.7%7.7%-5.7%0%0%4.9%4.9%-5.3% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022, -97.11994 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2021-01-20 7:30AM 2 4 0 66 0 0 3 0 33 0 0 0 0 00 0 99 7:45AM 5 3 0 88 0 1 3 0 44 0 1 0 0 11 0 1313 8:00AM 2 1 0 33 0 1 1 0 22 0 1 0 0 11 0 66 8:15AM 1 4 0 55 0 0 5 0 55 0 4 0 0 44 0 1414 TotalTotal 10 12 0 2222 0 2 12 0 1414 0 6 0 0 66 0 4242 % Approach% Approach 45.5%54.5%0%---14.3%85.7%0%---100%0%0%---- % Total% Total 23.8%28.6%0%52.4%52.4%-4.8%28.6%0%33.3%33.3%-14.3%0%0%14.3%14.3%-- PHFPHF 0.500 0.750 -0.6880.688 -0.500 0.600 -0.7000.700 -0.375 --0.3750.375 -0.750 LightsLights 1 4 0 55 -1 1 0 22 -1 0 0 11 -8 % Lights% Lights 10.0%33.3%0%22.7%22.7%-50.0%8.3%0%14.3%14.3%-16.7%0%0%16.7%16.7%-19.0% Articulated TrucksArticulated Trucks 7 8 0 1515 -0 11 0 1111 -3 0 0 33 -29 % Articulated Trucks% Articulated Trucks 70.0%66.7%0%68.2%68.2%-0%91.7%0%78.6%78.6%-50.0%0%0%50.0%50.0%-69.0% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 2 0 0 22 -1 0 0 11 -2 0 0 22 -5 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 20.0%0%0%9.1%9.1%-50.0%0%0%7.1%7.1%-33.3%0%0%33.3%33.3%-11.9% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 PM Peak (4 PM - 5 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022, -97.11994 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2021-01-20 4:00PM 0 1 0 11 0 1 1 0 22 0 8 1 0 99 0 1212 4:15PM 1 3 0 44 0 0 0 0 00 0 4 0 0 44 0 88 4:30PM 0 0 0 00 0 0 0 0 00 0 3 1 0 44 0 44 4:45PM 1 1 0 22 0 0 1 0 11 0 2 0 0 22 0 55 TotalTotal 2 5 0 77 0 1 2 0 33 0 17 2 0 1919 0 2929 % Approach% Approach 28.6%71.4%0%---33.3%66.7%0%---89.5%10.5%0%---- % Total% Total 6.9%17.2%0%24.1%24.1%-3.4%6.9%0%10.3%10.3%-58.6%6.9%0%65.5%65.5%-- PHFPHF 0.500 0.417 -0.4380.438 -0.250 0.500 -0.3750.375 -0.531 0.500 -0.5280.528 -0.604 LightsLights 0 0 0 00 -1 0 0 11 -9 2 0 1111 -12 % Lights% Lights 0%0%0%0%0%-100%0%0%33.3%33.3%-52.9%100%0%57.9%57.9%-41.4% Articulated TrucksArticulated Trucks 2 5 0 77 -0 2 0 22 -8 0 0 88 -17 % Articulated Trucks% Articulated Trucks 100%100%0%100%100%-0%100%0%66.7%66.7%-47.1%0%0%42.1%42.1%-58.6% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 00 -0 0 0 00 -0 0 0 00 -0 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - C - Appendix C – Turning Movement Traffic Volume Exhibits Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG3-54443.dgnHALFFah31793:43:05 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE FIGURE 3 STUDY INTERSECTIONS EXISTING AND PROPOSED INTERSECTION EXISTING TWO-WAY STOP CONTROL EXISTING SIGNALIZED INTERSECTION 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG4-54443.dgnHALFFah31793:43:06 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE X FIGURE 4 TRAFFIC CONTROLS LANE ASSIGNMENTS AND EXISTING AND PROPOSED CONTROL APPROACH EXISTING STOP CONFIGURATION EXISTING LANE NUMBER INTERSECTION NODE (PROJECT BY OTHERS) CONFIGURATION FUTURE LANE ** * * YEAR OF THE DEVELOPMENT (2023). SOUTHWESTERN STREET INTERSECTION BY BUILD FOURTH (NORTHERN) LEG AT THE MUSTANG COURT / * - MUSTANG BUSINESS PARK DEVELOPMENT TO ADD NOTE: 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG5-54443.dgnHALFFah31793:43:08 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE FIGURE 5 VOLUMES 2023 EXISTING NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR 0000 337175136 596 2031417 2,499 805 242914 4 29 5046186228 2,227 833137 1,123 379 3 7 71755 7 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG6-54443.dgnHALFFah31793:43:09 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR FIGURE 6 VOLUMES 2025 NO BUILD000 00000 35818186144 632 44409328 2,651 854 255131151531 4 53513197242 2,363 1758321011 1,191 402 7191858 7 050 3 7 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG7-54443.dgnHALFFah31793:43:10 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR FIGURE 7 VOLUMES 2030 (NO BUILD + 5 YEARS)000 000 000 41418215167 733 484510331 3,073 990 30513617155 36 14620229280 2,739 1964341013 1,381 466 9192168 9504 9 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG8-54443.dgnHALFFah31793:43:12 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR FIGURE 8 MUSTANG BUSINESS PARK TRIPS - BACKGROUND DEVELOPMENT 18233571000 79423181000 0000 0000 0 0000000051150019500 0 0 0 0 0 0 0 0 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG9-54443.dgnHALFFah31793:43:13 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXMOVEMENTS APPROACH FIGURE 9 PERCENTAGE DISTRIBUTION INBOUND TRIP CONSTELLATION SOUTHLAKE PERCENTAGES - INBOUND TRIP DISTRIBUTION 0000 000 00 0000 000 000 0 20 3545100 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG10-54443.dgnHALFFah31793:43:14 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXMOVEMENTS APPROACH PERCENTAGE DISTRIBUTION OUTBOUND TRIP FIGURE 10 CONSTELLATION SOUTHLAKE PERCENTAGES - OUTBOUND TRIP DISTRIBUTION 0 0 0 0 0000 0 0 0 0 0000000 0 100 45352012009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG11-54443.dgnHALFFah31793:43:15 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR FIGURE 11 CONSTELLATION SOUTHLAKE DEVELOPMENT TRIPS -0000 0000 0 000000000000000 0 0 0 0 0 0 0 0 14181118403 453211124 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG12-54443.dgnHALFFah31793:43:17 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR FIGURE 12 VOLUMES 2025 BUILD00000000 0 35832186144 632 624110436 2,651 854 25517118154 31 53518197242 2,363 2360331114 1,191 402 7193062 7503 7 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP 1 2 X Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: Scale: 8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG13-54443.dgnHALFFah31793:43:18 PM8/18/2023CM SM 1" = 600' 54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE WAREHOUSE DEVELOPMENT CONSTELLATION SOUTHLAKE NUMBER INTERSECTION NODE XXXXXXMOVEMENTS APPROACH VOLUMES AM PEAK HOUR VOLUMES PM PEAK HOUR FIGURE 13 VOLUMES 2030 (BUILD + 5 YEARS)000000 0 0 0 41432215167 733 664711439 3,073 990 30517620155 36 62019229280 2,739 2465351115 1,381 466 9193372 9504 9 12009006003000 SCALE: 1"=600' LEGEND DVLB LATNENITNOC .EEVA LL A BMIK .S RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST RD GNATSUM ASOREDNOP Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - D - Appendix D – Synchro Output Reports Lanes, Volumes, Timings 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 17 2499 805 136 596 20 337 0 175 31 4 0 Future Volume (vph) 17 2499 805 136 596 20 337 0 175 31 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.893 Flt Protected 0.950 0.950 0.950 0.986 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1522 0 902 1267 0 Flt Permitted 0.403 0.081 0.950 0.986 0.950 Satd. Flow (perm) 766 5136 1538 152 5036 854 1665 1522 0 902 1267 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 847 123 168 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 18 2631 847 143 627 21 355 0 184 33 4 0 Shared Lane Traffic (%) 21% Lane Group Flow (vph) 18 2631 847 143 627 21 280 259 0 33 4 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.9 58.9 58.9 63.1 63.1 63.1 26.3 26.3 9.1 9.1 Actuated g/C Ratio 0.49 0.49 0.49 0.53 0.53 0.53 0.22 0.22 0.08 0.08 v/c Ratio 0.04 1.04 0.71 0.73 0.24 0.04 0.77 0.56 0.49 0.04 Control Delay 16.9 61.4 5.2 43.8 17.6 0.1 61.2 22.0 75.2 49.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.9 61.4 5.2 43.8 17.6 0.1 61.2 22.0 75.2 49.5 LOS B E A D B A E C E D Approach Delay 47.6 21.9 42.4 72.4 Approach LOS D C D E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 16.7 16.7 14.1 14.1 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 19.8 19.8 11.0 11.0 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 0.0 58.5 58.5 8.9 72.7 72.7 22.0 22.0 8.8 8.8 50th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 59.5 59.5 7.9 72.7 72.7 36.4 36.4 0.0 0.0 30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip 10th %ile Green (s) 0.0 61.0 61.0 6.4 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 7 ~814 0 45 75 0 226 65 25 3 Queue Length 95th (ft) 20 #914 68 #168 150 0 #462 #188 58 14 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 537 2519 1186 212 2647 507 364 464 168 236 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 1.04 0.71 0.67 0.24 0.04 0.77 0.56 0.20 0.02 Intersection Summary Lanes, Volumes, Timings 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 43.0 Intersection LOS: D Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Lanes, Volumes, Timings 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 1123 379 228 2227 8 504 6 186 33 13 0 Future Volume (vph) 7 1123 379 228 2227 8 504 6 186 33 13 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.917 Flt Protected 0.950 0.950 0.950 0.979 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1557 0 902 1267 0 Flt Permitted 0.068 0.157 0.950 0.979 0.950 Satd. Flow (perm) 129 5136 1538 295 5036 854 1665 1557 0 902 1267 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 399 123 41 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 7 1182 399 240 2344 8 531 6 196 35 14 0 Shared Lane Traffic (%) 29% Lane Group Flow (vph) 7 1182 399 240 2344 8 377 356 0 35 14 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 76.1 76.1 76.1 18.7 18.7 8.7 8.7 Actuated g/C Ratio 0.54 0.54 0.54 0.63 0.63 0.63 0.16 0.16 0.07 0.07 v/c Ratio 0.04 0.43 0.39 0.75 0.73 0.01 1.46 1.29 0.54 0.15 Control Delay 15.6 17.1 2.6 28.5 18.4 0.0 261.2 189.7 82.0 54.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.6 17.1 2.6 28.5 18.4 0.0 261.2 189.7 82.0 54.4 LOS B B A C B A F F F D Approach Delay 13.5 19.3 226.5 74.1 Approach LOS B B F E 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.5 11.5 11.3 11.3 70th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 13.8 13.8 9.0 9.0 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip 10th %ile Green (s) 0.0 64.8 64.8 10.6 80.7 80.7 28.4 28.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 2 192 0 64 371 0 ~476 ~393 27 10 Queue Length 95th (ft) 10 228 45 #235 #762 0 #709 #621 62 32 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 316 2770 1013 320 3193 586 259 277 85 120 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.43 0.39 0.75 0.73 0.01 1.46 1.29 0.41 0.12 Intersection Summary Lanes, Volumes, Timings 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.46 Intersection Signal Delay: 48.6 Intersection LOS: D Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Lanes, Volumes, Timings 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 2651 854 144 632 44 358 18 186 40 9 3 Future Volume (vph) 28 2651 854 144 632 44 358 18 186 40 9 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.896 0.962 Flt Protected 0.950 0.950 0.950 0.988 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1534 0 902 1329 0 Flt Permitted 0.388 0.086 0.950 0.988 0.950 Satd. Flow (perm) 737 5136 1538 162 5036 854 1665 1534 0 902 1329 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 837 123 73 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 29 2791 899 152 665 46 377 19 196 42 9 3 Shared Lane Traffic (%) 18% Lane Group Flow (vph) 29 2791 899 152 665 46 309 283 0 42 12 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.6 58.6 58.6 58.3 58.3 58.3 22.7 22.7 10.2 10.2 Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.49 0.49 0.19 0.19 0.08 0.08 v/c Ratio 0.06 1.11 0.76 0.77 0.27 0.10 0.98 0.81 0.55 0.11 Control Delay 17.5 87.8 7.2 49.1 20.5 0.4 96.2 54.8 77.2 49.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.5 87.8 7.2 49.1 20.5 0.4 96.2 54.8 77.2 49.9 LOS B F A D C A F D E D Approach Delay 67.7 24.5 76.4 71.1 Approach LOS E C E E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 14.8 14.8 16.0 16.0 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 18.3 18.3 12.5 12.5 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.8 20.8 10.0 10.0 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 59.1 59.1 8.3 72.7 72.7 23.3 23.3 7.5 7.5 30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 60.6 60.6 6.8 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 12 ~918 25 75 127 0 ~278 171 32 9 Queue Length 95th (ft) 29 #1006 156 #180 159 0 #538 #397 68 27 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 525 2506 1179 210 2446 477 315 349 168 248 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 1.11 0.76 0.72 0.27 0.10 0.98 0.81 0.25 0.05 Intersection Summary Lanes, Volumes, Timings 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 61.6 Intersection LOS: E Intersection Capacity Utilization 97.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2025 No Build AM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 31 15 0 0 25 51 31 0 15 0 Future Vol, veh/h 0 4 31 15 0 0 25 51 31 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 41 20 0 0 33 68 41 0 20 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 175 195 20 198 175 89 20 0 0 109 0 0 Stage 1 20 20 - 155 155 - - - - - - - Stage 2 155 175 - 43 20 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 792 623 848 615 722 975 1173 - - 1494 - - Stage 1 1004 792 - 688 773 - - - - - - - Stage 2 852 672 - 800 883 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 774 604 848 568 700 975 1173 - - 1494 - - Mov Cap-2 Maneuver 774 604 - 568 700 - - - - - - - Stage 1 974 792 - 667 750 - - - - - - - Stage 2 826 652 - 756 883 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 11.6 1.9 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1173 - - 811 568 1494 - - HCM Lane V/C Ratio 0.028 - - 0.058 0.035 - - - HCM Control Delay (s) 8.2 0 - 9.7 11.6 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - - Lanes, Volumes, Timings 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 1191 402 242 2363 17 535 13 197 58 32 10 Future Volume (vph) 11 1191 402 242 2363 17 535 13 197 58 32 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.918 0.963 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1562 0 902 1328 0 Flt Permitted 0.071 0.138 0.950 0.980 0.950 Satd. Flow (perm) 135 5136 1538 260 5036 854 1665 1562 0 902 1328 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 423 123 40 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 12 1254 423 255 2487 18 563 14 207 61 34 11 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 12 1254 423 255 2487 18 405 379 0 61 45 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 14.9 14.9 10.3 10.3 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.12 0.12 0.09 0.09 v/c Ratio 0.06 0.45 0.41 0.88 0.83 0.03 1.96 1.66 0.79 0.39 Control Delay 16.5 17.5 2.6 47.0 24.7 0.1 476.9 344.1 110.4 61.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.5 17.5 2.6 47.0 24.7 0.1 476.9 344.1 110.4 61.8 LOS B B A D C A F F F E Approach Delay 13.8 26.6 412.7 89.8 Approach LOS B C F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 12.0 12.0 10.8 10.8 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip Queue Length 50th (ft) 4 208 0 69 416 0 ~552 ~460 47 33 Queue Length 95th (ft) 14 245 46 #286 #845 0 #760 #667 #121 73 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 319 2769 1024 291 3000 558 207 229 85 126 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.45 0.41 0.88 0.83 0.03 1.96 1.66 0.72 0.36 Intersection Summary Lanes, Volumes, Timings 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.96 Intersection Signal Delay: 80.5 Intersection LOS: F Intersection Capacity Utilization 93.3% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2025 No Build PM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 7 58 7 0 7 19 18 0 50 0 Future Vol, veh/h 0 3 7 58 7 0 7 19 18 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 4 9 77 9 0 9 25 24 0 67 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 127 134 67 129 122 37 67 0 0 49 0 0 Stage 1 67 67 - 55 55 - - - - - - - Stage 2 60 67 - 74 67 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 851 676 794 688 772 1041 1121 - - 1571 - - Stage 1 948 754 - 788 853 - - - - - - - Stage 2 957 754 - 768 843 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 838 671 794 673 766 1041 1121 - - 1571 - - Mov Cap-2 Maneuver 838 671 - 673 766 - - - - - - - Stage 1 940 754 - 782 846 - - - - - - - Stage 2 939 748 - 755 843 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 11 1.3 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1121 - - 753 682 1571 - - HCM Lane V/C Ratio 0.008 - - 0.018 0.127 - - - HCM Control Delay (s) 8.2 0 - 9.9 11 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.4 0 - - Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 3073 990 167 733 48 414 18 215 45 10 3 Future Volume (vph) 31 3073 990 167 733 48 414 18 215 45 10 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.897 0.968 Flt Protected 0.950 0.950 0.950 0.988 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1535 0 902 1320 0 Flt Permitted 0.347 0.088 0.950 0.988 0.950 Satd. Flow (perm) 659 5136 1538 166 5036 854 1665 1535 0 902 1320 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 818 123 71 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 33 3235 1042 176 772 51 436 19 226 47 11 3 Shared Lane Traffic (%) 19% Lane Group Flow (vph) 33 3235 1042 176 772 51 353 328 0 47 14 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.0 58.0 58.0 58.3 58.3 58.3 22.1 22.1 10.8 10.8 Actuated g/C Ratio 0.48 0.48 0.48 0.49 0.49 0.49 0.18 0.18 0.09 0.09 v/c Ratio 0.07 1.30 0.89 0.85 0.32 0.11 1.15 0.96 0.59 0.12 Control Delay 17.9 168.9 17.2 59.1 21.0 0.5 143.0 79.8 78.5 49.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.9 168.9 17.2 59.1 21.0 0.5 143.0 79.8 78.5 49.5 LOS B F B E C A F E E D Approach Delay 131.1 26.7 112.5 71.9 Approach LOS F C F E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 13.8 13.8 17.0 17.0 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 17.5 17.5 13.3 13.3 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.2 20.2 10.6 10.6 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 57.7 57.7 9.7 72.7 72.7 22.8 22.8 8.0 8.0 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 59.0 59.0 8.4 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 13 ~1180 167 92 151 0 ~361 ~235 36 10 Queue Length 95th (ft) 31 #1261 #643 #226 187 0 #634 #497 74 30 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 496 2480 1166 211 2446 477 307 341 168 246 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 1.30 0.89 0.83 0.32 0.11 1.15 0.96 0.28 0.06 Intersection Summary Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 111.2 Intersection LOS: F Intersection Capacity Utilization 109.5% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2030 (No Build + 5 Years) AM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 36 17 0 0 30 51 36 0 15 0 Future Vol, veh/h 0 5 36 17 0 0 30 51 36 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 7 48 23 0 0 40 68 48 0 20 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 192 216 20 220 192 92 20 0 0 116 0 0 Stage 1 20 20 - 172 172 - - - - - - - Stage 2 172 196 - 48 20 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 772 606 848 593 707 971 1173 - - 1485 - - Stage 1 1004 792 - 673 760 - - - - - - - Stage 2 835 657 - 795 883 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 750 584 848 539 681 971 1173 - - 1485 - - Mov Cap-2 Maneuver 750 584 - 539 681 - - - - - - - Stage 1 967 792 - 648 732 - - - - - - - Stage 2 804 633 - 744 883 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 12 2.1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1173 - - 804 539 1485 - - HCM Lane V/C Ratio 0.034 - - 0.068 0.042 - - - HCM Control Delay (s) 8.2 0 - 9.8 12 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - - Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 1381 466 280 2739 19 620 14 229 64 34 10 Future Volume (vph) 13 1381 466 280 2739 19 620 14 229 64 34 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.918 0.965 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1561 0 902 1326 0 Flt Permitted 0.069 0.102 0.950 0.980 0.950 Satd. Flow (perm) 131 5136 1538 192 5036 854 1665 1561 0 902 1326 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 491 123 40 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 14 1454 491 295 2883 20 653 15 241 67 36 11 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 14 1454 491 295 2883 20 470 439 0 67 47 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 12.1 12.1 10.7 10.7 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.10 0.10 0.09 0.09 v/c Ratio 0.07 0.53 0.47 1.15 0.96 0.04 2.80 2.27 0.84 0.40 Control Delay 17.2 18.6 2.8 128.3 34.0 0.1 845.9 611.7 117.9 61.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.2 18.6 2.8 128.3 34.0 0.1 845.9 611.7 117.9 61.8 LOS B B A F C A F F F E Approach Delay 14.7 42.5 732.8 94.8 Approach LOS B D F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 15.0 15.0 7.8 7.8 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap Queue Length 50th (ft) 5 254 0 ~164 572 0 ~663 ~564 52 35 Queue Length 95th (ft) 15 296 49 #406 #1073 0 #882 #781 #136 75 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 317 2769 1055 256 3000 558 168 193 85 125 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.53 0.47 1.15 0.96 0.04 2.80 2.27 0.79 0.38 Intersection Summary Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 2.80 Intersection Signal Delay: 136.2 Intersection LOS: F Intersection Capacity Utilization 104.0% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2030 (No Build + 5 Years) PM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 9 68 9 0 9 19 21 0 50 0 Future Vol, veh/h 0 4 9 68 9 0 9 19 21 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 12 91 12 0 12 25 28 0 67 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 136 144 67 139 130 39 67 0 0 53 0 0 Stage 1 67 67 - 63 63 - - - - - - - Stage 2 69 77 - 76 67 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 840 667 794 677 764 1038 1121 - - 1566 - - Stage 1 948 754 - 779 846 - - - - - - - Stage 2 946 746 - 766 843 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 823 660 794 657 756 1038 1121 - - 1566 - - Mov Cap-2 Maneuver 823 660 - 657 756 - - - - - - - Stage 1 938 754 - 770 837 - - - - - - - Stage 2 922 738 - 749 843 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 11.4 1.5 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1121 - - 747 667 1566 - - HCM Lane V/C Ratio 0.011 - - 0.023 0.154 - - - HCM Control Delay (s) 8.2 0 - 9.9 11.4 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0 - - Lanes, Volumes, Timings 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 2651 854 144 632 62 358 32 186 41 10 4 Future Volume (vph) 36 2651 854 144 632 62 358 32 186 41 10 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.900 0.960 Flt Protected 0.950 0.950 0.950 0.989 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1545 0 902 1335 0 Flt Permitted 0.388 0.086 0.950 0.989 0.950 Satd. Flow (perm) 737 5136 1538 162 5036 854 1665 1545 0 902 1335 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 829 123 65 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 38 2791 899 152 665 65 377 34 196 43 11 4 Shared Lane Traffic (%) 17% Lane Group Flow (vph) 38 2791 899 152 665 65 313 294 0 43 15 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.6 58.6 58.6 58.3 58.3 58.3 22.6 22.6 10.3 10.3 Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.49 0.49 0.19 0.19 0.09 0.09 v/c Ratio 0.08 1.11 0.77 0.77 0.27 0.14 1.00 0.85 0.56 0.13 Control Delay 17.8 87.8 7.5 49.1 20.5 0.6 100.6 61.6 77.7 50.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.8 87.8 7.5 49.1 20.5 0.6 100.6 61.6 77.7 50.6 LOS B F A D C A F E E D Approach Delay 67.7 24.0 81.7 70.7 Approach LOS E C F E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 14.6 14.6 16.2 16.2 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 18.2 18.2 12.6 12.6 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.7 20.7 10.1 10.1 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 59.1 59.1 8.3 72.7 72.7 23.2 23.2 7.6 7.6 30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 60.6 60.6 6.8 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 15 ~918 29 75 127 0 ~287 189 33 11 Queue Length 95th (ft) 35 #1006 167 #180 159 0 #549 #430 70 32 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 525 2506 1174 210 2446 477 313 344 168 249 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 1.11 0.77 0.72 0.27 0.14 1.00 0.85 0.26 0.06 Intersection Summary Lanes, Volumes, Timings 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 62.0 Intersection LOS: E Intersection Capacity Utilization 98.0% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2025 Build AM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 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 0 4 31 18 0 0 25 51 71 0 15 0 Future Vol, veh/h 0 4 31 18 0 0 25 51 71 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 41 24 0 0 33 68 95 0 20 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 202 249 20 225 202 116 20 0 0 163 0 0 Stage 1 20 20 - 182 182 - - - - - - - Stage 2 182 229 - 43 20 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 761 579 848 588 698 942 1173 - - 1428 - - Stage 1 1004 792 - 664 753 - - - - - - - Stage 2 824 634 - 800 883 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 743 561 848 542 676 942 1173 - - 1428 - - Mov Cap-2 Maneuver 743 561 - 542 676 - - - - - - - Stage 1 973 792 - 643 730 - - - - - - - Stage 2 798 614 - 756 883 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 12 1.4 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1173 - - 801 542 1428 - - HCM Lane V/C Ratio 0.028 - - 0.058 0.044 - - - HCM Control Delay (s) 8.2 0 - 9.8 12 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - - Lanes, Volumes, Timings 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 1191 402 242 2363 23 535 18 197 60 33 11 Future Volume (vph) 14 1191 402 242 2363 23 535 18 197 60 33 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.919 0.962 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1564 0 902 1332 0 Flt Permitted 0.071 0.138 0.950 0.980 0.950 Satd. Flow (perm) 135 5136 1538 260 5036 854 1665 1564 0 902 1332 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 423 123 39 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 15 1254 423 255 2487 24 563 19 207 63 35 12 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 15 1254 423 255 2487 24 405 384 0 63 47 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 14.8 14.8 10.5 10.5 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.12 0.12 0.09 0.09 v/c Ratio 0.07 0.45 0.41 0.88 0.83 0.04 1.97 1.69 0.81 0.41 Control Delay 17.4 17.5 2.6 47.0 24.7 0.1 481.9 359.8 112.2 62.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.4 17.5 2.6 47.0 24.7 0.1 481.9 359.8 112.2 62.2 LOS B B A D C A F F F E Approach Delay 13.8 26.5 422.4 90.8 Approach LOS B C F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.6 11.6 11.2 11.2 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip Queue Length 50th (ft) 5 208 0 69 416 0 ~552 ~470 48 35 Queue Length 95th (ft) 16 245 46 #286 #845 0 #760 #678 #128 75 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 319 2769 1024 291 3000 558 206 227 85 126 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.45 0.41 0.88 0.83 0.04 1.97 1.69 0.74 0.37 Intersection Summary Lanes, Volumes, Timings 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.97 Intersection Signal Delay: 82.1 Intersection LOS: F Intersection Capacity Utilization 93.5% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2025 Build PM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 7 62 7 0 7 19 30 0 50 0 Future Vol, veh/h 0 3 7 62 7 0 7 19 30 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 4 9 83 9 0 9 25 40 0 67 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 135 150 67 137 130 45 67 0 0 65 0 0 Stage 1 67 67 - 63 63 - - - - - - - Stage 2 68 83 - 74 67 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 841 662 794 679 764 1031 1121 - - 1550 - - Stage 1 948 754 - 779 846 - - - - - - - Stage 2 947 741 - 768 843 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 828 657 794 664 758 1031 1121 - - 1550 - - Mov Cap-2 Maneuver 828 657 - 664 758 - - - - - - - Stage 1 940 754 - 773 839 - - - - - - - Stage 2 929 735 - 755 843 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 11.2 1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1121 - - 747 672 1550 - - HCM Lane V/C Ratio 0.008 - - 0.018 0.137 - - - HCM Control Delay (s) 8.2 0 - 9.9 11.2 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0 - - Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 3073 990 167 733 66 414 32 215 47 11 4 Future Volume (vph) 39 3073 990 167 733 66 414 32 215 47 11 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.899 0.962 Flt Protected 0.950 0.950 0.950 0.989 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1542 0 902 1329 0 Flt Permitted 0.347 0.095 0.950 0.989 0.950 Satd. Flow (perm) 659 5136 1538 179 5036 854 1665 1542 0 902 1329 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 816 123 68 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 41 3235 1042 176 772 69 436 34 226 49 12 4 Shared Lane Traffic (%) 17% Lane Group Flow (vph) 41 3235 1042 176 772 69 362 334 0 49 16 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.0 58.0 58.0 53.5 53.5 53.5 21.9 21.9 11.0 11.0 Actuated g/C Ratio 0.48 0.48 0.48 0.45 0.45 0.45 0.18 0.18 0.09 0.09 v/c Ratio 0.09 1.30 0.90 0.85 0.34 0.15 1.19 0.99 0.60 0.13 Control Delay 18.3 168.9 17.3 61.2 23.6 1.0 156.9 87.5 79.0 49.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.3 168.9 17.3 61.2 23.6 1.0 156.9 87.5 79.0 49.7 LOS B F B E C A F F E D Approach Delay 130.9 28.6 123.6 71.8 Approach LOS F C F E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 13.5 13.5 17.3 17.3 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 17.3 17.3 13.5 13.5 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 19.9 19.9 10.9 10.9 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 22.5 22.5 8.3 8.3 30th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 59.0 59.0 8.4 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 16 ~1180 169 89 151 0 ~380 ~252 37 12 Queue Length 95th (ft) 37 #1261 #645 #219 187 3 #655 #516 76 33 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 496 2480 1164 209 2244 448 304 337 168 248 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 1.30 0.90 0.84 0.34 0.15 1.19 0.99 0.29 0.06 Intersection Summary Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 112.4 Intersection LOS: F Intersection Capacity Utilization 109.8% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2030 (Build + 5 Years) AM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am 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 5 36 20 0 0 30 51 76 0 15 0 Future Vol, veh/h 0 5 36 20 0 0 30 51 76 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 7 48 27 0 0 40 68 101 0 20 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 219 269 20 247 219 119 20 0 0 169 0 0 Stage 1 20 20 - 199 199 - - - - - - - Stage 2 199 249 - 48 20 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 741 564 848 567 683 938 1173 - - 1421 - - Stage 1 1004 792 - 648 740 - - - - - - - Stage 2 807 621 - 795 883 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 720 543 848 514 657 938 1173 - - 1421 - - Mov Cap-2 Maneuver 720 543 - 514 657 - - - - - - - Stage 1 966 792 - 623 712 - - - - - - - Stage 2 776 597 - 744 883 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 12.4 1.6 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1173 - - 794 514 1421 - - HCM Lane V/C Ratio 0.034 - - 0.069 0.052 - - - HCM Control Delay (s) 8.2 0 - 9.9 12.4 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0 - - Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 1381 466 280 2739 24 620 19 229 65 35 11 Future Volume (vph) 15 1381 466 280 2739 24 620 19 229 65 35 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.919 0.963 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1564 0 902 1328 0 Flt Permitted 0.069 0.102 0.950 0.980 0.950 Satd. Flow (perm) 131 5136 1538 192 5036 854 1665 1564 0 902 1328 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 491 123 39 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 16 1454 491 295 2883 25 653 20 241 68 37 12 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 16 1454 491 295 2883 25 470 444 0 68 49 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 L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 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 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 0.0 Detector 1 Queue (s) 0.0 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 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 Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 12.1 12.1 10.7 10.7 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.10 0.10 0.09 0.09 v/c Ratio 0.08 0.53 0.47 1.15 0.96 0.04 2.80 2.31 0.85 0.42 Control Delay 17.9 18.6 2.8 128.3 34.0 0.2 848.9 629.5 119.9 62.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.9 18.6 2.8 128.3 34.0 0.2 848.9 629.5 119.9 62.3 LOS B B A F C A F F F E Approach Delay 14.7 42.4 742.3 95.8 Approach LOS B D F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 14.9 14.9 7.9 7.9 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap Queue Length 50th (ft) 6 254 0 ~164 572 0 ~663 ~573 52 36 Queue Length 95th (ft) 17 296 49 #406 #1073 0 #882 #792 #137 78 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 317 2769 1055 256 3000 558 168 192 85 126 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.53 0.47 1.15 0.96 0.04 2.80 2.31 0.80 0.39 Intersection Summary Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 2.80 Intersection Signal Delay: 137.9 Intersection LOS: F Intersection Capacity Utilization 104.1% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 Timing Report, Sorted By Phase 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 Phase Number 1 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All-Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 HCM 6th TWSC 2030 (Build + 5 Years) PM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 9 72 9 0 9 19 33 0 50 0 Future Vol, veh/h 0 4 9 72 9 0 9 19 33 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 12 96 12 0 12 25 44 0 67 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 144 160 67 147 138 47 67 0 0 69 0 0 Stage 1 67 67 - 71 71 - - - - - - - Stage 2 77 93 - 76 67 - - - - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - - Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - - Pot Cap-1 Maneuver 830 653 794 668 757 1028 1121 - - 1545 - - Stage 1 948 754 - 771 840 - - - - - - - Stage 2 937 733 - 766 843 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 813 646 794 648 749 1028 1121 - - 1545 - - Mov Cap-2 Maneuver 813 646 - 648 749 - - - - - - - Stage 1 938 754 - 763 831 - - - - - - - Stage 2 913 725 - 749 843 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 11.5 1.2 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1121 - - 742 658 1545 - - HCM Lane V/C Ratio 0.011 - - 0.023 0.164 - - - HCM Control Delay (s) 8.2 0 - 10 11.5 0 - - HCM Lane LOS A A - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.6 0 - - Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas - E - Appendix E – Existing Signal Timing Sheets Controller Database Timing Sheet 102 - SH26 @ Mustang( Standard File ) Reviewed By:naztecCreated By: Station: Type:Firmware:NTCIP 76.x ATC Ethernet 76.15g Modified By: 87654321 2A Input Map 00000000Pin 8 00000000Pin 7 00000000Pin 6 00000000Pin 5 00000000Pin 4 00000000Pin 3 00000000Pin 2 00000000Pin 1 TABLE - 1 102 1/28/2021 1:22:16 PM1/99 87654321 2A Output Map 00000000Pin 8 00000000Pin 7 00000000Pin 6 00000000Pin 5 00000000Pin 4 00000000Pin 3 00000000Pin 2 00000000Pin 1 TABLE - 1 Special 8 Special 7 Special 6 Special 5 Special 4 Special 3 Special 2 Special 1Pre2Pre1Aux 3Aux 2Aux 1Pattern Actions .......00...25424 .......00...2323 .......00...2222 .......00...2121 .......00...2020 .......00...1919 .......00...1818 .......00...1717 .......00...1616 .......00...1515 .......00...1414 .......00...1313 .......00...1212 .......00...1111 .......00...1010 .......00...99 .......00...88 .......00...77 .......00...66 .......00...55 .......00...44 .......00...33 .......00...22 .......00...11 102 1/28/2021 1:22:16 PM2/99 Special 8 Special 7 Special 6 Special 5 Special 4 Special 3 Special 2 Special 1Pre2Pre1Aux 3Aux 2Aux 1Pattern Actions .......00...059 .......00...058 .......00...057 .......00...056 .......00...055 .......00...054 .......00...053 .......00...052 .......00...051 .......00...050 .......00...049 .......00...048 .......00...047 .......00...046 .......00...045 .......00...044 .......00...043 .......00...042 .......00...041 .......00...040 .......00...039 .......00...038 .......00...037 .......00...036 .......00...035 .......00...034 .......00...033 .......00...032 .......00...031 .......00...030 .......00...029 .......00...028 .......00...027 .......00...026 .......00...25525 102 1/28/2021 1:22:16 PM3/99 Special 8 Special 7 Special 6 Special 5 Special 4 Special 3 Special 2 Special 1Pre2Pre1Aux 3Aux 2Aux 1Pattern Actions .......00...094 .......00...093 .......00...092 .......00...091 .......00...090 .......00...089 .......00...088 .......00...087 .......00...086 .......00...085 .......00...084 .......00...083 .......00...082 .......00...081 .......00...080 .......00...079 .......00...078 .......00...077 .......00...076 .......00...075 .......00...074 .......00...073 .......00...072 .......00...071 .......00...070 .......00...069 .......00...068 .......00...067 .......00...066 .......00...065 .......00...064 .......00...063 .......00...062 .......00...061 .......00...060 102 1/28/2021 1:22:16 PM4/99 Special 8 Special 7 Special 6 Special 5 Special 4 Special 3 Special 2 Special 1Pre2Pre1Aux 3Aux 2Aux 1Pattern Actions .......00...0100 .......00...099 .......00...098 .......00...097 .......00...096 .......00...095 102 1/28/2021 1:22:16 PM5/99 87654321 Adaptive 00000000UpPredictor 00000000Smooth Fact 00000000Secs Per Acc 00000000P8 Rate Limit 00000000P7 Rate Limit 00000000P6 Rate Limit 00000000P5 Rate Limit 00000000P4 Rate Limit 00000000P3 Rate Limit 00000000P2 Rate Limit 00000000P1 Rate Limit 00000000P8 Max Grow 00000000P7 Max Grow 00000000P6 Max Grow 00000000P5 Max Grow 00000000P4 Max Grow 00000000P3 Max Grow 00000000P2 Max Grow 00000000P1 Max Grow 00000000P8 Degree Sat 00000000P7 Degree Sat 00000000P6 Degree Sat 00000000P5 Degree Sat 00000000P4 Degree Sat 00000000P3 Degree Sat 00000000P2 Degree Sat 00000000P1 Degree Sat ........P8 Storage ........P7 Storage ........P6 Storage ........P5 Storage ........P4 Storage ........P3 Storage ........P2 Storage ........P1 Storage TABLE - 1 102 1/28/2021 1:22:16 PM6/99 Pl a n S at Fr i T h u W e d T u e M o n S u n 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0 0 9 0 8 0 7 0 6 0 5 0 4 0 3 0 2 0 1 D e c N o v O ct S e p A u g Ju l Ju n M a y A pr M ar F e b Ja n Adv Schedule ..................................................34 ..................................................33 ..................................................32 ..................................................31 ..................................................30 ..................................................29 ..................................................28 ..................................................27 ..................................................26 ..................................................25 ..................................................24 ..................................................23 ..................................................22 ..................................................21 ..................................................20 ..................................................19 ..................................................18 ..................................................17 ..................................................16 ..................................................15 ..................................................14 ..................................................13 ..................................................12 ..................................................11 ..................................................10 ..................................................9 ..................................................8 ..................................................7 ..................................................6 ..................................................5 ..................................................4 ..................................................3 ..................................................2 .XXXXX.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1 102 1/28/2021 1:22:16 PM7/99 Pl a n S at Fr i T h u W e d T u e M o n S u n 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0 0 9 0 8 0 7 0 6 0 5 0 4 0 3 0 2 0 1 D e c N o v O ct S e p A u g Ju l Ju n M a y A pr M ar F e b Ja n Adv Schedule ..................................................68 ..................................................67 ..................................................66 ..................................................65 ..................................................64 ..................................................63 ..................................................62 ..................................................61 ..................................................60 ..................................................59 ..................................................58 ..................................................57 ..................................................56 ..................................................55 ..................................................54 ..................................................53 ..................................................52 ..................................................51 ..................................................50 ..................................................49 ..................................................48 ..................................................47 ..................................................46 ..................................................45 ..................................................44 ..................................................43 ..................................................42 ..................................................41 ..................................................40 ..................................................39 ..................................................38 ..................................................37 ..................................................36 ..................................................35 102 1/28/2021 1:22:16 PM8/99 Pl a n S at Fr i T h u W e d T u e M o n S u n 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0 0 9 0 8 0 7 0 6 0 5 0 4 0 3 0 2 0 1 D e c N o v O ct S e p A u g Ju l Ju n M a y A pr M ar F e b Ja n Adv Schedule ..................................................100 ..................................................99 ..................................................98 ..................................................97 ..................................................96 ..................................................95 ..................................................94 ..................................................93 ..................................................92 ..................................................91 ..................................................90 ..................................................89 ..................................................88 ..................................................87 ..................................................86 ..................................................85 ..................................................84 ..................................................83 ..................................................82 ..................................................81 ..................................................80 ..................................................79 ..................................................78 ..................................................77 ..................................................76 ..................................................75 ..................................................74 ..................................................73 ..................................................72 ..................................................71 ..................................................70 ..................................................69 Value Adv Warning 102 1/28/2021 1:22:16 PM9/99 Value Adv Warning 0Aux Out 2 Time 0Aux Out 2 P 0Aux Out 1 Time 0Aux Out 1 P TABLE - 1 4321 Async Parameters 0000Async 1 Mode NONENONENONENONEAsync 1 Echo .SP8SP2SP1Async 1 Port TABLE - 1 Value Auto Flash 0O9 0O8 0O7 0O6 0O5 0O4 0O3 0O2 0O1 0P12 0P11 0P10 0P9 0P8 0P7 0P6 0P5 0P4 0P3 0P2 0P1 TABLE - 1 102 1/28/2021 1:22:16 PM10/99 Value Auto Flash 15Red 35Yellow 0O12 0O11 0O10 Value Auto Flash Parms CHANNELFlash Mode D-CONNInput Source Type 2 TABLE - 1 87654321 Call Inhibit Redirect Alt 00000000Redirect P Calls To 1 00000000Redirect P Calls From 1 00000000Call P4 00000000Call P3 00000000Call P2 00000000Call P1 ........Inhibit P16 ........Inhibit P15 ........Inhibit P14 ........Inhibit P13 ........Inhibit P12 ........Inhibit P11 ........Inhibit P10 ........Inhibit P9 ........Inhibit P8 ........Inhibit P7 ........Inhibit P6 ........Inhibit P5 ........Inhibit P4 ........Inhibit P3 ........Inhibit P2 ........Inhibit P1 TABLE - 1 102 1/28/2021 1:22:16 PM11/99 87654321 Call Inhibit Redirect Alt 00000000Redirect P Calls To 4 00000000Redirect P Calls From 4 00000000Redirect P Calls To 3 00000000Redirect P Calls From 3 00000000Redirect P Calls To 2 00000000Redirect P Calls From 2 00000000Redirect P Calls To 1 00000000Redirect P Calls From 1 00000000Call P4 00000000Call P3 00000000Call P2 00000000Call P1 ........Inhibit P16 ........Inhibit P15 ........Inhibit P14 ........Inhibit P13 ........Inhibit P12 ........Inhibit P11 ........Inhibit P10 ........Inhibit P9 ........Inhibit P8 ........Inhibit P7 ........Inhibit P6 ........Inhibit P5 ........Inhibit P4 ........Inhibit P3 ........Inhibit P2 ........Inhibit P1 TABLE - 2 00000000Assign Ph 00000000Redirect P Calls To 4 00000000Redirect P Calls From 4 00000000Redirect P Calls To 3 00000000Redirect P Calls From 3 00000000Redirect P Calls To 2 00000000Redirect P Calls From 2 102 1/28/2021 1:22:16 PM12/99 87654321 Call Inhibit Redirect Alt 00000000Assign Ph Value Channel Parms DEFAULTExtra Maps Enable .TOD Dim Enable TABLE - 1 3231302928272625242322212019181716151413121110987654321 Channels Assignments ++++++++++++++++++++++++++++++++Dimming Cyc ................................Dimming Red ................................Dimming Yellow ................................Dimming Green ................................Alt Hz DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K DR K RE D RE D RE D RE D RE D RE D RE D RE DFlash ........VE H VE H VE H VE HPEDPEDPEDPEDPEDPEDOLPOLPPEDPEDPEDPEDOLPVE H VE HOLPVE H VE H VE HOLPType 00000000000075318631364217664322PH/OLP # TABLE - 1 3231302928272625242322212019181716151413121110987654321 Channels Assignments Plus 00000000000000000000060200000000Olap Ovrd 00000000000000000000000000000000Override Type 00000000000000000000000000000000Color Flash Rate ................................Inh Red Flash in Preempt ................................Flash Green .....................X.X........Flash Yellow ................................Flash Red TABLE - 1 Value Console Parms 10Display Time UNUSEDAux Switch Function TABLE - 1 102 1/28/2021 1:22:16 PM13/99 Value Console Parms 0Ada Button time .Error Logging 0Security Delay 8Screen Size .FYA Inhibit RedStart .Console Options .Tone Disable 3231302928272625242322212019181716151413121110987654321 Coord External IO 11111111111111111111111111111111Plan 11111111111111111111111111111111Offset TABLE - 1 Value Coordination Parms FLOATForce Mode MAX 1Maximum Mode SHRT/LNGCorrection Mode 0Test OpMode TABLE - 1 Value Coordination Parms Plus .Free OnSeq Chang .Closed Loop Active +Coord NTCIP Yield Sign 0NTCIP Yield .Coord Easy Float .Latch Sec Foff .Auto Err Reset .External XStop In Walk NO_RECYCLEWalk Recycle TIMEDLeave Walk After TIMEDLeave Walk Before RESERVEDForce-Off+ TABLE - 1 102 1/28/2021 1:22:16 PM14/99 Value Coordination Parms Plus 0Plan D 0Plan C 0Plan B 0Plan A .Dyn Shortway .Ext Pattern .Ped Call Inh .No Added Init 16151413121110987654321 Day Plan 00000000000002190Hour TABLE - 7 0000000000000241224Action 0000000000000000Minute 00000000000002190Hour TABLE - 6 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 5 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 4 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 3 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 2 00000000024121312151124Action 00000000003030300300Minute 0000000002118159860Hour TABLE - 1 102 1/28/2021 1:22:16 PM15/99 16151413121110987654321 Day Plan 0000000000000000Minute 0000000000000000Hour TABLE - 16 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 15 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 14 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 13 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 12 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 11 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 10 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 9 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 8 0000000000000241224Action 0000000000000000Minute 102 1/28/2021 1:22:16 PM16/99 16151413121110987654321 Day Plan 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 25 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 24 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 23 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 22 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 21 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 20 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 19 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 18 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 17 0000000000000000Action 102 1/28/2021 1:22:16 PM17/99 16151413121110987654321 Day Plan 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 32 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 31 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 30 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 29 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 28 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 27 0000000000000000Action 0000000000000000Minute 0000000000000000Hour TABLE - 26 3231302928272625242322212019181716151413121110987654321 Day Plan Link 00000000000000000000000000000000Link TABLE - 1 87654321 DCS 00000000Phase TABLE - 1 102 1/28/2021 1:22:16 PM18/99 87654321 DCS 00000000Zone Exit Time 00000000Zone Arrival Time 00000000Trap Distance 00000000Speed Trap 00000000Stage Percent 00000000Max Len 00000000Max Speed Value Detector Parms .TS2 Det Faults 15Vol/Occ Period Minutes 0Vol/Occ Period Seconds TABLE - 1 Value DSRC 0Port 0IP 4 0IP 3 0IP 2 0IP 1 TABLE - 1 121110987654321 Emergency 000000000000Hold Window 000000000000None Pri Max Adjust 000000000000Max Adjust 000000000000Cycle Adjust 000000000000Preempt Number 000000000000PriPhaseRing4 000000000000PriPhaseRing3 000000000000PriPhaseRing2 000000000000PriPhaseRing1 TABLE - 1 Enable Alarms 102 1/28/2021 1:22:16 PM19/99 Alarm Enable 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 102 1/28/2021 1:22:16 PM20/99 Alarm Enable Enable Alarms 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 102 1/28/2021 1:22:16 PM21/99 Alarm Enable Enable Alarms 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 102 1/28/2021 1:22:16 PM22/99 Alarm Enable Enable Alarms 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 Event Enable Enable Events 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 102 1/28/2021 1:22:16 PM23/99 Event Enable Enable Events 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 102 1/28/2021 1:22:16 PM24/99 Event Enable Enable Events 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 102 1/28/2021 1:22:16 PM25/99 Event Enable Enable Events 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 102 1/28/2021 1:22:16 PM26/99 Event Enable Enable Events 128 127 126 125 124 Value Event Parms 15Mon Flash Time Delay .TX Local Alarms 0User Assign Alarm 2 0User Assign Alarm 1 .Moe Event Enable XLoc Pattern Event Enable XPreempt Event Enable .Access Event Enable TABLE - 1 Value General Comm Parms 0Tele11 0Tele10 0Tele9 0Tele8 0Tele7 0Tele6 0Tele5 0Tele4 0Tele3 0Tele2 0Tele1 0Group ID 0Master ID 102Station ID 900Backup Time TABLE - 1 102 1/28/2021 1:22:16 PM27/99 Value General Comm Parms .Modem Enable 0Idle Time 0Dial Time 0Alt Tel12 0Alt Tel11 0Alt Tel10 0Alt Tel9 0Alt Tel8 0Alt Tel7 0Alt Tel6 0Alt Tel5 0Alt Tel4 0Alt Tel3 0Alt Tel2 0Alt Tel1 0Tele12 2019181716151413121110987654321 IO Logic --------------------Operand 3 Invert IIIIIIIIIIIIIIIIIIIIOperand 3 IO --------------------------------------------------------------------------------Operator 3 Function --------------------Operand 2 Invert IIIIIIIIIIIIIIIIIIIIOperand 2 IO --------------------------------------------------------------------------------Operator 2 Function --------------------Operand 1 Invert IIIIIIIIIIIIIIIIIIIIOperand 1 IO IIIIIIIIIIIIIIIIIIIIOperand 1 Result --------------------------------------------------------------------------------Operator 1 Function 00000000000000000000Src 3 00000000000000000000Fun 3 00000000000000000000Src 2 00000000000000000000Fun 2 00000000000000000000Src 1 00000000000000000000Fun 1 00000000000000000000Result TABLE - 1 102 1/28/2021 1:22:16 PM28/99 2019181716151413121110987654321 IO Logic 00000000000000000000Time DLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYTime Operator Value IO Parms .Invert Local Flash NONESiu Cmu Map 0P2P Timeout 0CNA FreeTime EXTPreempt or Ext Output AUTOC1-C11-ABC IO Mode DEFAULTAlt T&F Biu Map NONED Conn Mapping TABLE - 1 Value IP Parameters .Use Grat Arp .Use DHCP 5003IP Port 1IP Gateway 4 100IP Gateway 3 132IP Gateway 2 10IP Gateway 1 0IP Broadcast 4 0IP Broadcast 3 0IP Broadcast 2 0IP Broadcast 1 0IP Mask 4 0IP Mask 3 255IP Mask 2 255IP Mask 1 36IP Address 4 2IP Address 3 132IP Address 2 10IP Address 1 TABLE - 1 102 1/28/2021 1:22:16 PM29/99 Value IP Parameters 0IP Address Host 2-4 0IP Address Host 2-3 0IP Address Host 2-2 0IP Address Host 2-1 0IP Address Host 1-4 0IP Address Host 1-3 0IP Address Host 1-2 0IP Address Host 1-1 Value ITS Cab Device 2070-2AFIO Type .FIO .CMU 17 .CMU 16 .CMU 15 .Input 13 .Input 12 .Input 11 .Input 10 .Input 9 .Switch Pack 7 .Switch Pack 6 .Switch Pack 5 .Switch Pack 4 .Switch Pack 3 .Switch Pack 1 TABLE - 1 7654321 Lane Control Plans NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 1 0000000Red 1 0000000Clearance 1 0000000Duration ----------------------------Plan 1 TABLE - 1 102 1/28/2021 1:22:16 PM30/99 7654321 Lane Control Plans INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS D INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS C INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS B INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS A NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 10 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 9 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 8 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 7 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 6 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 5 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 4 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 3 NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 2 Value MMU Permissives .MMU 2 Channel 7 XMMU 2 Channel 6 XMMU 2 Channel 5 .MMU 2 Channel 4 .MMU 2 Channel 3 .MMU 1 Channel 16 .MMU 1 Channel 15 .MMU 1 Channel 14 .MMU 1 Channel 13 .MMU 1 Channel 12 XMMU 1 Channel 11 .MMU 1 Channel 10 .MMU 1 Channel 9 .MMU 1 Channel 8 .MMU 1 Channel 7 XMMU 1 Channel 6 XMMU 1 Channel 5 .MMU 1 Channel 4 .MMU 1 Channel 3 .MMU 1 Channel 2 TABLE - 1 102 1/28/2021 1:22:16 PM31/99 Value MMU Permissives .MMU 5 Channel 7 .MMU 5 Channel 6 .MMU 4 Channel 16 .MMU 4 Channel 15 XMMU 4 Channel 14 .MMU 4 Channel 13 .MMU 4 Channel 12 .MMU 4 Channel 11 XMMU 4 Channel 10 .MMU 4 Channel 9 .MMU 4 Channel 8 .MMU 4 Channel 7 .MMU 4 Channel 6 .MMU 4 Channel 5 .MMU 3 Channel 16 .MMU 3 Channel 15 .MMU 3 Channel 14 XMMU 3 Channel 13 XMMU 3 Channel 12 .MMU 3 Channel 11 .MMU 3 Channel 10 .MMU 3 Channel 9 XMMU 3 Channel 8 XMMU 3 Channel 7 .MMU 3 Channel 6 .MMU 3 Channel 5 .MMU 3 Channel 4 .MMU 2 Channel 16 .MMU 2 Channel 15 .MMU 2 Channel 14 .MMU 2 Channel 13 .MMU 2 Channel 12 XMMU 2 Channel 11 .MMU 2 Channel 10 XMMU 2 Channel 9 .MMU 2 Channel 8 102 1/28/2021 1:22:16 PM32/99 Value MMU Permissives .MMU 8 Channel 16 .MMU 8 Channel 15 .MMU 8 Channel 14 .MMU 8 Channel 13 .MMU 8 Channel 12 .MMU 8 Channel 11 .MMU 8 Channel 10 .MMU 8 Channel 9 .MMU 7 Channel 16 .MMU 7 Channel 15 .MMU 7 Channel 14 .MMU 7 Channel 13 .MMU 7 Channel 12 .MMU 7 Channel 11 .MMU 7 Channel 10 .MMU 7 Channel 9 .MMU 7 Channel 8 .MMU 6 Channel 16 .MMU 6 Channel 15 .MMU 6 Channel 14 .MMU 6 Channel 13 .MMU 6 Channel 12 XMMU 6 Channel 11 .MMU 6 Channel 10 XMMU 6 Channel 9 .MMU 6 Channel 8 .MMU 6 Channel 7 .MMU 5 Channel 16 .MMU 5 Channel 15 .MMU 5 Channel 14 .MMU 5 Channel 13 .MMU 5 Channel 12 .MMU 5 Channel 11 .MMU 5 Channel 10 XMMU 5 Channel 9 .MMU 5 Channel 8 102 1/28/2021 1:22:16 PM33/99 Value MMU Permissives .MMU 15 Channel 16 .MMU 14 Channel 16 .MMU 14 Channel 15 .MMU 13 Channel 16 .MMU 13 Channel 15 .MMU 13 Channel 14 .MMU 12 Channel 16 .MMU 12 Channel 15 .MMU 12 Channel 14 XMMU 12 Channel 13 .MMU 11 Channel 16 .MMU 11 Channel 15 .MMU 11 Channel 14 .MMU 11 Channel 13 .MMU 11 Channel 12 .MMU 10 Channel 16 .MMU 10 Channel 15 XMMU 10 Channel 14 .MMU 10 Channel 13 .MMU 10 Channel 12 .MMU 10 Channel 11 .MMU 9 Channel 16 .MMU 9 Channel 15 .MMU 9 Channel 14 .MMU 9 Channel 13 .MMU 9 Channel 12 XMMU 9 Channel 11 .MMU 9 Channel 10 16151413121110987654321 MMU to Controller Mapping 16151413121110987654321MMU Channel TABLE - 1 4321 Overlap Alternate TABLE - 1 102 1/28/2021 1:22:16 PM34/99 4321 Overlap Alternate 0000Conflict O8 0000Conflict O7 0000Conflict O6 0000Conflict O5 0000Conflict O4 0000Conflict O3 0000Conflict O2 0000Conflict O1 0000Conflict P8 0000Conflict P7 0000Conflict P6 0000Conflict P5 0000Conflict P4 0000Conflict P3 0000Conflict P2 0000Conflict P1 0000Red 0000Yellow 0000Green INDPEDINDPEDINDPEDINDPEDType 0000Modify P8 0000Modify P7 0000Modify P6 0000Modify P5 0000Modify P4 0000Modify P3 0000Modify P2 0000Modify P1 0000Included P8 0000Included P7 0000Included P6 0000Included P5 0000Included P4 0000Included P3 0000Included P2 0000Included P1 102 1/28/2021 1:22:16 PM35/99 4321 Overlap Alternate 0000Conflict P6 0000Conflict P5 0000Conflict P4 0000Conflict P3 0000Conflict P2 0000Conflict P1 0000Red 0000Yellow 0000Green INDPEDINDPEDINDPEDINDPEDType 0000Modify P8 0000Modify P7 0000Modify P6 0000Modify P5 0000Modify P4 0000Modify P3 0000Modify P2 0000Modify P1 0000Included P8 0000Included P7 0000Included P6 0000Included P5 0000Included P4 0000Included P3 0000Included P2 0000Included P1 TABLE - 2 0000Overlap Number 0000Conflict Ped 8 0000Conflict Ped 7 0000Conflict Ped 6 0000Conflict Ped 5 0000Conflict Ped 4 0000Conflict Ped 3 0000Conflict Ped 2 0000Conflict Ped 1 102 1/28/2021 1:22:16 PM36/99 4321 Overlap Alternate 0000Modify P8 0000Modify P7 0000Modify P6 0000Modify P5 0000Modify P4 0000Modify P3 0000Modify P2 0000Modify P1 0000Included P8 0000Included P7 0000Included P6 0000Included P5 0000Included P4 0000Included P3 0000Included P2 0000Included P1 TABLE - 3 0000Overlap Number 0000Conflict Ped 8 0000Conflict Ped 7 0000Conflict Ped 6 0000Conflict Ped 5 0000Conflict Ped 4 0000Conflict Ped 3 0000Conflict Ped 2 0000Conflict Ped 1 0000Conflict O8 0000Conflict O7 0000Conflict O6 0000Conflict O5 0000Conflict O4 0000Conflict O3 0000Conflict O2 0000Conflict O1 0000Conflict P8 0000Conflict P7 102 1/28/2021 1:22:16 PM37/99 4321 Overlap Alternate 0000Overlap Number 0000Conflict Ped 8 0000Conflict Ped 7 0000Conflict Ped 6 0000Conflict Ped 5 0000Conflict Ped 4 0000Conflict Ped 3 0000Conflict Ped 2 0000Conflict Ped 1 0000Conflict O8 0000Conflict O7 0000Conflict O6 0000Conflict O5 0000Conflict O4 0000Conflict O3 0000Conflict O2 0000Conflict O1 0000Conflict P8 0000Conflict P7 0000Conflict P6 0000Conflict P5 0000Conflict P4 0000Conflict P3 0000Conflict P2 0000Conflict P1 0000Red 0000Yellow 0000Green INDPEDINDPEDINDPEDINDPEDType Value Overlap Parms ALWAYSInh Lock interval .Parent P Clrncs .Lock Inhibit .Conflict Lock TABLE - 1 102 1/28/2021 1:22:16 PM38/99 Value Overlap Plus Parms .Extra Included Phases TABLE - 1 16151413121110987654321 Overlap Programming 1.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.5Red 3.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.5Yellow 0000000000000500Green NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA LFYA-4NORMA L NORMA L NORMA LFYA-4NORMA LType 0000000000000000Modify P8 0000000000000000Modify P7 0000000000000000Modify P6 0000000000000000Modify P5 0000000000000000Modify P4 0000000000000000Modify P3 0000000000000000Modify P2 0000000000600020Modify P1 0000000000000000Included P8 0000000000000000Included P7 0000000000000000Included P6 0000000000000000Included P5 0000000000000000Included P4 0000000000000000Included P3 0000000000000700Included P2 0000000000500413Included P1 TABLE - 1 16151413121110987654321 Overlap+ 0000000000000000Conflict P6 0000000000000000Conflict P5 0000000000000000Conflict P4 0000000000000000Conflict P3 0000000000000000Conflict P2 0000000000000000Conflict P1 TABLE - 1 102 1/28/2021 1:22:16 PM39/99 16151413121110987654321 Overlap+ 0000000000000000Conflict Ped 8 0000000000000000Conflict Ped 7 0000000000000000Conflict Ped 6 0000000000000000Conflict Ped 5 0000000000000000Conflict Ped 4 0000000000000000Conflict Ped 3 0000000000000000Conflict Ped 2 0000000000000000Conflict Ped 1 0000000000000000Conflict O8 0000000000000000Conflict O7 0000000000000000Conflict O6 0000000000000000Conflict O5 0000000000000000Conflict O4 0000000000000000Conflict O3 0000000000000000Conflict O2 0000000000000000Conflict O1 0000000000000000Conflict P8 0000000000000000Conflict P7 16151413121110987654321 OverlapB+ 0000000000000000GrnExtInh 5 0000000000000000GrnExtInh 4 0000000000000000GrnExtInh 3 0000000000000000GrnExtInh 2 0000000000000000GrnExtInh 1 0000000000000000FYA Ext Overlap 0000000000000000FYA Delay Time 0000000000000000Transit Input ................FYARedOnRest ................FYA ImmedReturn ................PedCallClear ................FYA Skip Red ................FYA After Preempt ................FYA MCE Disable ................Leading Green TABLE - 1 102 1/28/2021 1:22:16 PM40/99 16151413121110987654321 OverlapB+ 0000000000000000FYAGapDet4 0000000000000000FYAGapDet3 0000000000000000FYAGapDet2 0000000000000000FYAGapDet1 0000000000000000FYAGapExt 0000000000000000FYAGapMax 0000000000000000FYAGapMin 0000000000000000Ped Clear Time 0000000000000000GrnExtInh 8 0000000000000000GrnExtInh 7 0000000000000000GrnExtInh 6 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 3 6 3 5 3 4 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0987654321 Pattern B Plus ................................................Yield Inhibit TABLE - 1 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 3 6 3 5 3 4 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0987654321 Pattern Plus ................................................Float ................................................Max 2 ................................................CNA B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N E N D G R N E N D G R N E N D G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N B E G G R N Offset 000000000000000000000000000000000000000000000000Early Yield 000000000000000000000000000000000000000000000000No Short P 4 000000000000000000000000000000000000000000000000No Short P 3 000000000000000000000000000000000000000000000000No Short P 2 000000000000000000000000000000000000000000000000No Short P 1 000000000000000000000000000000000000000000000000Dwell 171717171717171717171717171717171717171717171717171717171717171717171725252517171717171717171717Long 000000000000000000000000000000000001212120000077555Short TABLE - 1 102 1/28/2021 1:22:16 PM41/99 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 3 6 3 5 3 4 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0987654321 Pattern Plus D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FTForce Mode D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FT D FTDia Mode ................................................Olp Off 8 ................................................Olp Off 7 ...................................X.X.....X.X.XOlp Off 6 ................................................Olp Off 5 ................................................Olp Off 4 ................................................Olp Off 3 ...................................X.X.....X.X.XOlp Off 2 ................................................Olp Off 1 000000000000000000000000000000000000000000000000Call Inh 000000000000000000000000000000000000000000000000Det Grp 000000000000000000000000000000000000000000000000Ph Time Table 000000000000000000000000000000000000000000000000Ph Opt Table 000000000000000000000000000000000000000000000000ASC ...................................XXX..........Ret Hold ................................................MI ................................................Percentage ................................................Min Ped Perm ................................................Min Veh Perm 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 3 6 3 5 3 4 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0987654321 Patterns 111111111111111111111111111111111313331111112111Seq Number 00000000000000003231302928272625242322212019181716151414121110987654321Split Number 00000000000000000000000000000000072072727200000075706760Offset Time 00000000000000000000000000000000012 0012 0 12 0 12 000000015 5 15 5 15 5 15 5Cycle Time TABLE - 1 87654321 Ped Dets 30604020Call Phase TABLE - 1 102 1/28/2021 1:22:16 PM42/99 87654321 Ped Dets 00000000Erratic Cnt 00000000Max Presence 00000000No Activity 87654321 Ped Dets Alt 00000000Det Number 00000000Erratic Cnt 00000000Max Presence 00000000No Activity 00000000Call Phase TABLE - 3 00000000Det Number 00000000Erratic Cnt 00000000Max Presence 00000000No Activity 00000000Call Phase TABLE - 2 00000000Det Number 00000000Erratic Cnt 00000000Max Presence 00000000No Activity 00000000Call Phase TABLE - 1 Value Ped Parms 0AudioPedTime TABLE - 1 151413121110987654321 Peer 000000000000000UDP Port 000000000000000IP Address 4 000000000000000IP Address 3 000000000000000IP Address 2 000000000000000IP Address 1 TABLE - 1 102 1/28/2021 1:22:16 PM43/99 151413121110987654321 Peer 000000000000000Poll Freq 87654321 Phase Options Alt 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 TABLE - 2 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 TABLE - 1 102 1/28/2021 1:22:16 PM44/99 87654321 Phase Options Alt TABLE - 5 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 TABLE - 4 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 TABLE - 3 00000000Assign Phase 102 1/28/2021 1:22:16 PM45/99 87654321 Phase Options Alt XXXXXXXXLock Call ........Non Act1 TABLE - 7 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 TABLE - 6 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 102 1/28/2021 1:22:16 PM46/99 87654321 Phase Options Alt 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall XXXXXXXXLock Call ........Non Act1 TABLE - 8 00000000Assign Phase 00000000Conflicting Phs2 00000000Conflicting Phs1 ........Ped Delay ........Max Inhibit ........Max 2 ........Red Rest ........Reservice ........Cond Service ........Rest In Walk ........Guar Passage XXXXXXXXSim Gap Enable ........Dual Entry ........Soft Recall 87654321 Phase Times Alt 00000000Ped Clear 00000000Walk TABLE - 1 102 1/28/2021 1:22:16 PM47/99 87654321 Phase Times Alt 00000000Assign Ph 00000000Red Clr 00000000Yellow Clr 00000000Max2 00000000Max1 00000000Gap Ext 00000000Min Green 00000000Ped Clear 00000000Walk TABLE - 3 00000000Assign Ph 00000000Red Clr 00000000Yellow Clr 00000000Max2 00000000Max1 00000000Gap Ext 00000000Min Green 00000000Ped Clear 00000000Walk TABLE - 2 00000000Assign Ph 00000000Red Clr 00000000Yellow Clr 00000000Max2 00000000Max1 00000000Gap Ext 00000000Min Green 16151413121110987654321 Phase Times and Options 000000005050505050505050Max2 000000002525652525256545Max1 0000000022222222Gap Ext 000000005515555155Min Green 000000001002903232170Ped Clearance 0000000050404440Walk TABLE - 1 102 1/28/2021 1:22:16 PM48/99 16151413121110987654321 Phase Times and Options 0000000000000000Concur 6 0000000000000000Concur 5 0000000000000000Concur 4 0000000000000000Concur 3 0000000044228866Concur 2 0000000033117755Concur 1 0000000022221111Ring ................Add Init Calc ................Cond Service ................Rest In Walk ................Guar Passage XXXXXXXXXXXXXXX.Sim Gap Enable ..........X...X.Dual Entry ................Soft Recall ................Ped Recall ................Max Recall ..........X...X.Min Recall XXXXXXXX........Lock Call ................Non-Actuated 2 ................Non-Actuated 1 ................Auto Flash Exit ................Auto Flash Entry .........XXXXXXXEnable REDREDREDREDREDREDREDREDREDREDREDREDREDREDREDREDStartup 0000000000000000Dynamic Max Step 0000000000000000Dynamic Max Limit 0000000000000000Min Gap 0000000000000000Reduce By 0000000000000000Time To Reduce 0000000000000000Cars Before Reduce 0000000000000000Time Before Reduce 0000000000000000Max Initial 0000000000000000Added Initial 0000000000000000Red Revert 1.51.51.51.51.51.51.51.51.51.5112211Red Clr 3.53.53.53.53.53.53.53.53.53.54.34.33.63.64.34.3Yellow Clr 102 1/28/2021 1:22:16 PM49/99 16151413121110987654321 Phase Times and Options 0000000000000000Concur 8 0000000000000000Concur 7 16151413121110987654321 Phase Times+ ................Safe Clear No Flash 0000000000000000Safe Clear Min 0000000000000000Green Flash 0000000000000000Bike Clear 0000000000000000Walk2 TABLE - 1 87654321 Phase Times+ Alt ........Safe Clear No Flash 00000000Safe Clear Min 00000000Green Flash 00000000Bike Clear 00000000Walk2 00000000Assign Phase TABLE - 3 ........Safe Clear No Flash 00000000Safe Clear Min 00000000Green Flash 00000000Bike Clear 00000000Walk2 00000000Assign Phase TABLE - 2 ........Safe Clear No Flash 00000000Safe Clear Min 00000000Green Flash 00000000Bike Clear 00000000Walk2 00000000Assign Phase TABLE - 1 16151413121110987654321 Phase Times+ and Options+ 102 1/28/2021 1:22:16 PM50/99 16151413121110987654321 Phase Times+ and Options+ 0000000000000000Redirect P Calls To 1 0000000000000000Redirect P Calls From 1 0000000000000000Call Phs4 0000000000000000Call Phs3 0000000000000000Call Phs2 0000000000000000Call Phs1 ................Inhibit P16 ................Inhibit P15 ................Inhibit P14 ................Inhibit P13 ................Inhibit P12 ................Inhibit P11 ................Inhibit P10 ................Inhibit P9 ................Inhibit P8 ................Inhibit P7 ................Inhibit P6 ................Inhibit P5 ................Inhibit P4 ................Inhibit P3 ................Inhibit P2 ................Inhibit P1 0000000000000000Start Yel 0000000000000000Ped Out 0000000000000000Omit Yel 0000000000000000Green Ped Delay Time 0000000003000700Conflicting P ................Red Rest On Gap ................Ped Delay ................Max Inhibit ................Max 2 ................Red Rest ................Skip Red-NoCall ................Ped Clr Thru Yellow ..............X.Reservice TABLE - 1 102 1/28/2021 1:22:16 PM51/99 16151413121110987654321 Phase Times+ and Options+ 0000000000000000Redirect P Calls To 4 0000000000000000Redirect P Calls From 4 0000000000000000Redirect P Calls To 3 0000000000000000Redirect P Calls From 3 0000000000000000Redirect P Calls To 2 0000000000000000Redirect P Calls From 2 Value Port Bindings NONEShell Channel NONESystem Down Channel 0System Up Dial Time 0System Up Idle Time NONESystem Up Modem Enable NONESystem Up Channel NONEGPS Channel NONELoop Det Channel NONEOPTICOM Channel NONEMMU Channel ASYNC3TS2CVM Channel TABLE - 1 87654321 Port Parameters 00000066FCM 120012001200120012001200960038400Baud TABLE - 1 654321 Preempt 000000Link to Preempt ......Flash in Dwell ....XXOverride Higher Preempt ......Override Auto Flash ....XXLock Input TABLE - 1 102 1/28/2021 1:22:16 PM52/99 654321 Preempt 000000Exit 4 000000Exit 3 000000Exit 2 000000Exit 1 000000Dwell Cyc Ped8 000000Dwell vPed7 000000Dwell Cyc Ped6 000000Dwell Cyc Ped5 000000Dwell Cyc Ped4 000000Dwell Cyc Ped3 000000Dwell Cyc Ped2 000000Dwell Cyc Ped1 000000Dwell Cyc Veh 12 000000Dwell Cyc Veh 11 000000Dwell Cyc Veh 10 000000Dwell Cyc Veh 9 000000Dwell Cyc Veh 8 000000Dwell Cyc Veh 7 000000Dwell Cyc Veh 6 000000Dwell Cyc Veh 5 000006Dwell Cyc Veh 4 000000Dwell Cyc Veh 3 605002Dwell Cyc Veh 2 142370Dwell Cyc Veh 1 000000Track Veh 4 000000Track Veh 3 000000Track Veh 2 000070Track Veh 1 18018018018000Max Presence 000000Min Dwell 0000200Track Green 000000Ped Clear 000000Min Walk 000022Min Green 1010101055Min Duration 000004Delay 102 1/28/2021 1:22:16 PM53/99 654321 Preempt 7-12 000000Dwell Cyc Ped5 000000Dwell Cyc Ped4 000000Dwell Cyc Ped3 000000Dwell Cyc Ped2 000000Dwell Cyc Ped1 000000Dwell Cyc Veh12 000000Dwell Cyc Veh11 000000Dwell Cyc Veh10 000000Dwell Cyc Veh9 000000Dwell Cyc Veh8 000000Dwell Cyc Veh7 000000Dwell Cyc Veh6 000000Dwell Cyc Veh5 000000Dwell Cyc Veh4 000000Dwell Cyc Veh3 000000Dwell Cyc Veh2 000000Dwell Cyc Veh1 000000Track Veh4 000000Track Veh3 000000Track Veh2 000000Track Veh1 000000Max Presence 000000Min Dwell 000000Track Green 000000Ped Clear 000000Min Walk 000000Min Green 000000Min Duration 000000Delay 000000Link to Preempt ......Flash in Dwell XXXXXXOverride Higher Preempt XXXXXXOverride Auto Flash XXXXXXLock Input TABLE - 1 102 1/28/2021 1:22:16 PM54/99 654321 Preempt 7-12 000000Exit 4 000000Exit 3 000000Exit 2 000000Exit 1 000000Dwell Cyc Ped8 000000Dwell Cyc Ped7 000000Dwell Cyc Ped6 654321 Preempt AdvTimes/InitDwell 000000Initial Dwell Overlap 9 000000Initial Dwell Overlap 8 000000Initial Dwell Overlap 7 000000Initial Dwell Overlap 6 000000Initial Dwell Overlap 5 000000Initial Dwell Overlap 4 000000Initial Dwell Overlap 3 000000Initial Dwell Overlap 2 000000Initial Dwell Overlap 1 000000Ped 4 000000Ped 3 000000Ped 2 000000Ped 1 000000Initial Dwell Phase 4 000000Initial Dwell Phase 3 000000Initial Dwell Phase 2 000000Initial Dwell Phase 1 25.525.525.525.525.525.5Track Red Clear 25.525.525.525.525.525.5Track Yellow Change 25.525.525.525.525.525.5Enter Red Clear 25.525.525.525.525.525.5Enter Yellow Change ......DsblDwellCalls ......End Dwell ......Reservice Preempt ......Reset Ext Dwell ......All Red B4 Preempt TABLE - 1 102 1/28/2021 1:22:16 PM55/99 654321 Preempt AdvTimes/InitDwell 000000Initial Dwell Overlap 16 000000Initial Dwell Overlap 15 000000Initial Dwell Overlap 14 000000Initial Dwell Overlap 13 000000Initial Dwell Overlap 12 000000Initial Dwell Overlap 11 000000Initial Dwell Overlap 10 654321 Preempt AdvTimes/InitDwell 7-12 000000Initial Dwell Overlap 10 000000Initial Dwell Overlap 9 000000Initial Dwell Overlap 8 000000Initial Dwell Overlap 7 000000Initial Dwell Overlap 6 000000Initial Dwell Overlap 5 000000Initial Dwell Overlap 4 000000Initial Dwell Overlap 3 000000Initial Dwell Overlap 2 000000Initial Dwell Overlap 1 000000Initial Dwell Ped 4 000000Initial Dwell Ped 3 000000Initial Dwell Ped 2 000000Initial Dwell Ped 1 000000Initial Dwell Phase 4 000000Initial Dwell Phase 3 000000Initial Dwell Phase 2 000000Initial Dwell Phase 1 000000Track Red Clear 000000Track Yellow Change 000000Enter Red Clear 000000Enter Yellow Change ......End Dwell ......Reservice Preempt ......Reset Ext Dwell ......All Red B4 Preempt TABLE - 1 102 1/28/2021 1:22:16 PM56/99 654321 Preempt AdvTimes/InitDwell 7-12 ......ExitPedCalls 14 ......ExitPedCalls 13 ......ExitPedCalls 12 ......ExitPedCalls 11 ......ExitPedCalls 10 ......ExitPedCalls 9 ......ExitPedCalls 8 ......ExitPedCalls 7 ......ExitPedCalls 6 ......ExitPedCalls 5 ......ExitPedCalls 4 ......ExitPedCalls 3 ......ExitPedCalls 2 ......ExitPedCalls 1 ......ExitVehCalls 16 ......ExitVehCalls 15 ......ExitVehCalls 14 ......ExitVehCalls 13 ......ExitVehCalls 12 ......ExitVehCalls 11 ......ExitVehCalls 10 ......ExitVehCalls 9 ......ExitVehCalls 8 ......ExitVehCalls 7 ......ExitVehCalls 6 ......ExitVehCalls 5 ......ExitVehCalls 4 ......ExitVehCalls 3 ......ExitVehCalls 2 ......ExitVehCalls 1 000000Initial Dwell Overlap 16 000000Initial Dwell Overlap 15 000000Initial Dwell Overlap 14 000000Initial Dwell Overlap 13 000000Initial Dwell Overlap 12 000000Initial Dwell Overlap 11 102 1/28/2021 1:22:16 PM57/99 654321 Preempt AdvTimes/InitDwell 7-12 ......ExitPedCalls 16 ......ExitPedCalls 15 4321 Preempt LP 0000Alt Table ....Free Mode ....Queue Jump ....Group Lock 0000Headway 0000Lock 0000Priority P4 0000Priority P3 0000Priority P2 0000Priority P1 ....No Skip ..XXCoord in Preempt MAXMAXMAXMAXLock Mode ....Enable 0000Max 0000Min TABLE - 1 Value Preempt Parms .Invert Rail Input .EVP Ped Confirmations ALARMCycle Fault Action 0Max Seek Dwell Time 0Max Seek Track Time 0Max Cycle Time 3-6LPAlt Source TABLE - 1 654321 Preempt+ XXXXXXEnable TABLE - 1 102 1/28/2021 1:22:16 PM58/99 654321 Preempt+ 000000Return Max 000000Red 000000Yellow 000000Ped Clear 000000DwellCyc Over 12 000000DwellCyc Over 11 000000DwellCyc Over 10 000000DwellCyc Over 9 000000DwellCyc Over 8 000000DwellCyc Over 7 000000DwellCyc Over 6 000000DwellCyc Over 5 000000DwellCyc Over 4 000000DwellCyc Over 3 000000DwellCyc Over 2 000032DwellCyc Over 1 000000Track Over 12 000000Track Over 11 000000Track Over 10 000000Track Over 9 000000Track Over 8 000000Track Over 7 000000Track Over 6 000000Track Over 5 000000Track Over 4 000000Track Over 3 000000Track Over 2 000130Track Over 1 TS2TS2TS2TS2TS2TS2Output Mode 000000Pattern 000000Extend Dwell MAXMAXMAXMAXMAXMAXReturn Max/Min XXXXXXCoord in Preempt ......Volt Mon Flash ....XXSkip Track EMERGEMERGEMERGEMERGRAILRAILType 102 1/28/2021 1:22:16 PM59/99 654321 Preempt+ 7-12 000000Ped Clear 000000DwellCyc Over 12 000000DwellCyc Over 11 000000DwellCyc Over 10 000000DwellCyc Over 9 000000DwellCyc Over 8 000000DwellCyc Over 7 000000DwellCyc Over 6 000000DwellCyc Over 5 000000DwellCyc Over 4 000000DwellCyc Over 3 000000DwellCyc Over 2 000000DwellCyc Over 1 000000Track Over 12 000000Track Over 11 000000Track Over 10 000000Track Over 9 000000Track Over 8 000000Track Over 7 000000Track Over 6 000000Track Over 5 000000Track Over 4 000000Track Over 3 000000Track Over 2 000000Track Over 1 TS2TS2TS2TS2TS2TS2Output Mode 000000Pattern 000000Extend Dwell MAXMAXMAXMAXMAXMAXReturn Max/Min ......Max2 ......Coord in Preempt ......Volt Mon Flash ......Skip Track EMERGEMERGEMERGEMERGEMERGEMERGType ......Enable TABLE - 1 102 1/28/2021 1:22:16 PM60/99 654321 Preempt+ 7-12 000000Return Max 000000Red 000000Yellow 4321 Preemption Events 0000Time 11 0000Time 10 0000Time 9 0000Time 8 0000Time 7 0000Time 6 0000Time 5 0000Time 4 0000Time 3 0000Time 2 0000Time 1 0000Interval 16 0000Interval 15 0000Interval 14 0000Interval 13 0000Interval 12 0000Interval 11 0000Interval 10 0000Interval 9 0000Interval 8 0000Interval 7 0000Interval 6 0000Interval 5 0000Interval 4 0000Interval 3 0000Interval 2 0000Interval 1 0000Linked Event 0000Hold Interval 0000Delay Time TABLE - 1 102 1/28/2021 1:22:16 PM61/99 4321 Preemption Events 0000Time 16 0000Time 15 0000Time 14 0000Time 13 0000Time 12 3231302928272625242322212019181716151413121110987654321 Preemption Sequences ................................Ph Omit 12 ................................Ph Omit 11 ................................Ph Omit 10 ................................Ph Omit 9 ................................Ph Omit 8 ................................Ph Omit 7 ................................Ph Omit 6 ................................Ph Omit 5 ................................Ph Omit 4 ................................Ph Omit 3 ................................Ph Omit 2 ................................Ph Omit 1 ................................Start Ph 16 ................................Start Ph 15 ................................Start Ph 14 ................................Start Ph 13 ................................Start Ph 12 ................................Start Ph 11 ................................Start Ph 10 ................................Start Ph 9 ................................Start Ph 8 ................................Start Ph 7 ................................Start Ph 6 ................................Start Ph 5 ................................Start Ph 4 ................................Start Ph 3 ................................Start Ph 2 ................................Start Ph 1 TABLE - 1 102 1/28/2021 1:22:16 PM62/99 3231302928272625242322212019181716151413121110987654321 Preemption Sequences ................................Olap Omit 16 ................................Olap Omit 15 ................................Olap Omit 14 ................................Olap Omit 13 ................................Olap Omit 12 ................................Olap Omit 11 ................................Olap Omit 10 ................................Olap Omit 9 ................................Olap Omit 8 ................................Olap Omit 7 ................................Olap Omit 6 ................................Olap Omit 5 ................................Olap Omit 4 ................................Olap Omit 3 ................................Olap Omit 2 ................................Olap Omit 1 ................................Ped Omit 16 ................................Ped Omit 15 ................................Ped Omit 14 ................................Ped Omit 13 ................................Ped Omit 12 ................................Ped Omit 11 ................................Ped Omit 10 ................................Ped Omit 9 ................................Ped Omit 8 ................................Ped Omit 7 ................................Ped Omit 6 ................................Ped Omit 5 ................................Ped Omit 4 ................................Ped Omit 3 ................................Ped Omit 2 ................................Ped Omit 1 ................................Ph Omit 16 ................................Ph Omit 15 ................................Ph Omit 14 ................................Ph Omit 13 102 1/28/2021 1:22:16 PM63/99 3231302928272625242322212019181716151413121110987654321 Preemption Sequences ................................Hold Ph 4 ................................Hold Ph 3 ................................Hold Ph 2 ................................Hold Ph 1 ................................Ped Calls 16 ................................Ped Calls 15 ................................Ped Calls 14 ................................Ped Calls 13 ................................Ped Calls 12 ................................Ped Calls 11 ................................Ped Calls 10 ................................Ped Calls 9 ................................Ped Calls 8 ................................Ped Calls 7 ................................Ped Calls 6 ................................Ped Calls 5 ................................Ped Calls 4 ................................Ped Calls 3 ................................Ped Calls 2 ................................Ped Calls 1 ................................Veh Calls 16 ................................Veh Calls 15 ................................Veh Calls 14 ................................Veh Calls 13 ................................Veh Calls 12 ................................Veh Calls 11 ................................Veh Calls 10 ................................Veh Calls 9 ................................Veh Calls 8 ................................Veh Calls 7 ................................Veh Calls 6 ................................Veh Calls 5 ................................Veh Calls 4 ................................Veh Calls 3 ................................Veh Calls 2 ................................Veh Calls 1 102 1/28/2021 1:22:16 PM64/99 3231302928272625242322212019181716151413121110987654321 Preemption Sequences ................................Force Off 8 ................................Force Off 7 ................................Force Off 6 ................................Force Off 5 ................................Force Off 4 ................................Force Off 3 ................................Force Off 2 ................................Force Off 1 ................................Adv Ph 16 ................................Adv Ph 15 ................................Adv Ph 14 ................................Adv Ph 13 ................................Adv Ph 12 ................................Adv Ph 11 ................................Adv Ph 10 ................................Adv Ph 9 ................................Adv Ph 8 ................................Adv Ph 7 ................................Adv Ph 6 ................................Adv Ph 5 ................................Adv Ph 4 ................................Adv Ph 3 ................................Adv Ph 2 ................................Adv Ph 1 ................................Hold Ph 16 ................................Hold Ph 15 ................................Hold Ph 14 ................................Hold Ph 13 ................................Hold Ph 12 ................................Hold Ph 11 ................................Hold Ph 10 ................................Hold Ph 9 ................................Hold Ph 8 ................................Hold Ph 7 ................................Hold Ph 6 ................................Hold Ph 5 102 1/28/2021 1:22:16 PM65/99 3231302928272625242322212019181716151413121110987654321 Preemption Sequences ................................Spec Func 16 ................................Spec Func 15 ................................Spec Func 14 ................................Spec Func 13 ................................Spec Func 12 ................................Spec Func 11 ................................Spec Func 10 ................................Spec Func 9 ................................Spec Func 8 ................................Spec Func 7 ................................Spec Func 6 ................................Spec Func 5 ................................Spec Func 4 ................................Spec Func 3 ................................Spec Func 2 ................................Spec Func 1 ................................Force Off 16 ................................Force Off 15 ................................Force Off 14 ................................Force Off 13 ................................Force Off 12 ................................Force Off 11 ................................Force Off 10 ................................Force Off 9 Value Purdue .Coordination .Peds .Detectors .Colors 0Resync Freq 0History Limit 0Max Log Duration 0Max Log Size .Enable Logging TABLE - 1 102 1/28/2021 1:22:16 PM66/99 Value Purdue .Cabinet .Overlaps .Preempts .Control 4321 Ring Input Map 2121Input Map TABLE - 1 4321 Ring Sequences 0000Ring P6 0000Ring P5 0084Ring P4 0073Ring P3 0061Ring P2 0052Ring P1 TABLE - 3 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0084Ring P4 0073Ring P3 0052Ring P2 0061Ring P1 TABLE - 2 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0084Ring P4 0073Ring P3 0062Ring P2 0051Ring P1 TABLE - 1 102 1/28/2021 1:22:16 PM67/99 4321 Ring Sequences 0000Ring P6 0000Ring P5 0074Ring P4 0083Ring P3 0061Ring P2 0052Ring P1 TABLE - 7 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0074Ring P4 0083Ring P3 0052Ring P2 0061Ring P1 TABLE - 6 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0074Ring P4 0083Ring P3 0062Ring P2 0051Ring P1 TABLE - 5 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0084Ring P4 0073Ring P3 0051Ring P2 0062Ring P1 TABLE - 4 0000Ring P8 0000Ring P7 102 1/28/2021 1:22:16 PM68/99 4321 Ring Sequences 0000Ring P6 0000Ring P5 0083Ring P4 0074Ring P3 0061Ring P2 0052Ring P1 TABLE - 11 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0083Ring P4 0074Ring P3 0052Ring P2 0061Ring P1 TABLE - 10 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0083Ring P4 0074Ring P3 0062Ring P2 0051Ring P1 TABLE - 9 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0074Ring P4 0083Ring P3 0051Ring P2 0062Ring P1 TABLE - 8 0000Ring P8 0000Ring P7 102 1/28/2021 1:22:16 PM69/99 4321 Ring Sequences 0000Ring P6 0000Ring P5 0073Ring P4 0084Ring P3 0061Ring P2 0052Ring P1 TABLE - 15 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0073Ring P4 0084Ring P3 0052Ring P2 0061Ring P1 TABLE - 14 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0073Ring P4 0084Ring P3 0062Ring P2 0051Ring P1 TABLE - 13 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0083Ring P4 0074Ring P3 0051Ring P2 0062Ring P1 TABLE - 12 0000Ring P8 0000Ring P7 102 1/28/2021 1:22:16 PM70/99 4321 Ring Sequences 0000Ring P8 0000Ring P7 0000Ring P6 0000Ring P5 0073Ring P4 0084Ring P3 0051Ring P2 0062Ring P1 TABLE - 16 0000Ring P8 0000Ring P7 181716151413121110987654321 SDLC Devices ..................Peer to Peer .X.......X......XXDev Present TABLE - 1 Value SDLC Parms .SlowMsgOvrd .Enable TOD .Enable Msg0 0Retry Time TABLE - 1 Security LevelSecurity Code Security Passwords 010 09 08 07 06 05 04 03 02 01 102 1/28/2021 1:22:16 PM71/99 Security LevelSecurity Code Security Passwords 046 045 044 043 042 041 040 039 038 037 036 035 034 033 032 031 030 029 028 027 026 025 024 023 022 021 020 019 018 017 016 015 014 013 012 011 102 1/28/2021 1:22:16 PM72/99 Security LevelSecurity Code Security Passwords 064 063 062 061 060 059 058 057 056 055 054 053 052 051 050 049 048 047 16151413121110987654321 Speed Parameters 0000000000000000Loop Car 0000000000000000Zone Len 0000000000000000Down Det 0000000000000000Up Det TABLE - 1 16151413121110987654321 Splits Expanded ..............X.Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode 000000005220711220525033Time TABLE - 2 ..............X.Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONMAXMAXNONMode 000000004618781318466031Time TABLE - 1 102 1/28/2021 1:22:16 PM73/99 16151413121110987654321 Splits Expanded TABLE - 12 ..........X.....Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONMAXMAXNONMode 000000002114701514216124Time TABLE - 11 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 10 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 9 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 8 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 7 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 6 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 5 ...............XCoord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 000000004618781318465239Time TABLE - 4 ..............X.Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode 000000004919751219494443Time TABLE - 3 102 1/28/2021 1:22:16 PM74/99 16151413121110987654321 Splits Expanded 0000000000000000Time TABLE - 21 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 20 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 19 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 18 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 17 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 16 ..........X.....Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode 000000002022631514285424Time TABLE - 15 ..........X.....Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode 000000003017571617305023Time TABLE - 14 ..........X.....Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode 000000001717701617176323Time TABLE - 13 ..........X.....Coord Phase NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode 000000001729601417294826Time 102 1/28/2021 1:22:16 PM75/99 16151413121110987654321 Splits Expanded NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 30 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 29 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 28 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 27 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 26 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 25 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 24 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 23 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 22 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 102 1/28/2021 1:22:16 PM76/99 16151413121110987654321 Splits Expanded ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 32 ................Coord Phase NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode 0000000000000000Time TABLE - 31 ................Coord Phase 3231302928272625242322212019181716151413121110987654321 Splits Plus 00000000000000000000000000000000SecFrc 8 00000000000000000000000000000000SecFrc 7 00000000000000000000000000000000SecFrc 6 00000000000000000000000000000000SecFrc 5 00000000000000000000000000000000SecFrc 4 00000000000000000000000000000000SecFrc 3 00000000000000000000000000000000SecFrc 2 00000000000000000000000000000000SecFrc 1 00000000000000000000000000000000PriFrc 16 00000000000000000000000000000000PriFrc 15 00000000000000000000000000000000PriFrc 14 00000000000000000000000000000000PriFrc 13 00000000000000000000000000000000PriFrc 12 00000000000000000000000000000000PriFrc 11 00000000000000000000000000000000PriFrc 10 00000000000000000000000000000000PriFrc 9 00000000000000000000000000000000PriFrc 8 00000000000000000000000000000000PriFrc 7 00000000000000000000000000000000PriFrc 6 00000000000000000000000000000000PriFrc 5 00000000000000000000000000000000PriFrc 4 00000000000000000000000000000000PriFrc 3 00000000000000000000000000000000PriFrc 2 00000000000000000000000000000000PriFrc 1 TABLE - 1 102 1/28/2021 1:22:16 PM77/99 3231302928272625242322212019181716151413121110987654321 Splits Plus 00000000000000000000000000000000PedYld 12 00000000000000000000000000000000PedYld 11 00000000000000000000000000000000PedYld 10 00000000000000000000000000000000PedYld 9 00000000000000000000000000000000PedYld 8 00000000000000000000000000000000PedYld 7 00000000000000000000000000000000PedYld 6 00000000000000000000000000000000PedYld 5 00000000000000000000000000000000PedYld 4 00000000000000000000000000000000PedYld 3 00000000000000000000000000000000PedYld 2 00000000000000000000000000000000PedYld 1 00000000000000000000000000000000VehYld 16 00000000000000000000000000000000VehYld 15 00000000000000000000000000000000VehYld 14 00000000000000000000000000000000VehYld 13 00000000000000000000000000000000VehYld 12 00000000000000000000000000000000VehYld 11 00000000000000000000000000000000VehYld 10 00000000000000000000000000000000VehYld 9 00000000000000000000000000000000VehYld 8 00000000000000000000000000000000VehYld 7 00000000000000000000000000000000VehYld 6 00000000000000000000000000000000VehYld 5 00000000000000000000000000000000VehYld 4 00000000000000000000000000000000VehYld 3 00000000000000000000000000000000VehYld 2 00000000000000000000000000000000VehYld 1 00000000000000000000000000000000SecFrc 16 00000000000000000000000000000000SecFrc 15 00000000000000000000000000000000SecFrc 14 00000000000000000000000000000000SecFrc 13 00000000000000000000000000000000SecFrc 12 00000000000000000000000000000000SecFrc 11 00000000000000000000000000000000SecFrc 10 00000000000000000000000000000000SecFrc 9 102 1/28/2021 1:22:16 PM78/99 3231302928272625242322212019181716151413121110987654321 Splits Plus ................................Perm2 Enable 5 ................................Perm2 Enable 4 ................................Perm2 Enable 3 ................................Perm2 Enable 2 ................................Perm2 Enable 1 ................................Perm1 Enable 16 ................................Perm1 Enable 15 ................................Perm1 Enable 14 ................................Perm1 Enable 13 ................................Perm1 Enable 12 ................................Perm1 Enable 11 ................................Perm1 Enable 10 ................................Perm1 Enable 9 ................................Perm1 Enable 8 ................................Perm1 Enable 7 ................................Perm1 Enable 6 ................................Perm1 Enable 5 ................................Perm1 Enable 4 ................................Perm1 Enable 3 ................................Perm1 Enable 2 ................................Perm1 Enable 1 ................................Override Ped Yield ................................Override Veh Yield ................................Override PriOff 00000000000000000000000000000000PedRcy 00000000000000000000000000000000FrcAll 00000000000000000000000000000000Perm3 End 00000000000000000000000000000000Perm2 End 00000000000000000000000000000000Perm1 End 00000000000000000000000000000000Perm3 Beg 00000000000000000000000000000000Perm2 Beg 00000000000000000000000000000000Perm1 Beg 00000000000000000000000000000000PedYld 16 00000000000000000000000000000000PedYld 15 00000000000000000000000000000000PedYld 14 00000000000000000000000000000000PedYld 13 102 1/28/2021 1:22:16 PM79/99 3231302928272625242322212019181716151413121110987654321 Splits Plus ................................Perm3 Enable 16 ................................Perm3 Enable 15 ................................Perm3 Enable 14 ................................Perm3 Enable 13 ................................Perm3 Enable 12 ................................Perm3 Enable 11 ................................Perm3 Enable 10 ................................Perm3 Enable 9 ................................Perm3 Enable 8 ................................Perm3 Enable 7 ................................Perm3 Enable 6 ................................Perm3 Enable 5 ................................Perm3 Enable 4 ................................Perm3 Enable 3 ................................Perm3 Enable 2 ................................Perm3 Enable 1 ................................Perm2 Enable 16 ................................Perm2 Enable 15 ................................Perm2 Enable 14 ................................Perm2 Enable 13 ................................Perm2 Enable 12 ................................Perm2 Enable 11 ................................Perm2 Enable 10 ................................Perm2 Enable 9 ................................Perm2 Enable 8 ................................Perm2 Enable 7 ................................Perm2 Enable 6 4321 Sync Parameters ..SP5SHdwr Port TABLE - 1 Value TOD Parameters TABLE - 1 102 1/28/2021 1:22:16 PM80/99 Value TOD Parameters 1DST Fall Week 0DST Fall Month 1DST Spring Week 0DST Spring Month 0GMT Offset Time +GMT Offset Sign ENABLEDaylight Savings 0Time Base Sync Reference 3231302928272625242322212019181716151413121110987654321 TSP Splits 00000000000000000000000000000000Max Extend 8 00000000000000000000000000000000Max Extend 7 00000000000000000000000000000000Max Extend 6 00000000000000000000000000000000Max Extend 5 00000000000000000000000000000000Max Extend 4 00000000000000000000000000000000Max Extend 3 00000000000000000000000000000000Max Extend 2 00000000000000000000000000000000Max Extend 1 00000000000000000000000000000000Max Reduce 16 00000000000000000000000000000000Max Reduce 15 00000000000000000000000000000000Max Reduce 14 00000000000000000000000000000000Max Reduce 13 00000000000000000000000000000000Max Reduce 12 00000000000000000000000000000000Max Reduce 11 00000000000000000000000000000000Max Reduce 10 00000000000000000000000000000000Max Reduce 9 00000000000000000000000000000000Max Reduce 8 00000000000000000000000000000000Max Reduce 7 00000000000000000000000000000000Max Reduce 6 00000000000000000000000000000000Max Reduce 5 00000000000000000000000000000000Max Reduce 4 00000000000000000000000000000000Max Reduce 3 00000000000000000000000000000000Max Reduce 2 00000000000000000000000000000000Max Reduce 1 TABLE - 1 102 1/28/2021 1:22:16 PM81/99 3231302928272625242322212019181716151413121110987654321 TSP Splits 00000000000000000000000000000000Time Estimated Departure 4 00000000000000000000000000000000Time Estimated Departure 3 00000000000000000000000000000000Time Estimated Departure 2 00000000000000000000000000000000Time Estimated Departure 1 00000000000000000000000000000000Time Service Desired 4 00000000000000000000000000000000Time Service Desired 3 00000000000000000000000000000000Time Service Desired 2 00000000000000000000000000000000Time Service Desired 1 00000000000000000000000000000000Strategy Number 4 00000000000000000000000000000000Strategy Number 3 00000000000000000000000000000000Strategy Number 2 00000000000000000000000000000000Strategy Number 1 00000000000000000000000000000000Max Extend 16 00000000000000000000000000000000Max Extend 15 00000000000000000000000000000000Max Extend 14 00000000000000000000000000000000Max Extend 13 00000000000000000000000000000000Max Extend 12 00000000000000000000000000000000Max Extend 11 00000000000000000000000000000000Max Extend 10 00000000000000000000000000000000Max Extend 9 87654321 TSP Strategy 00000000Ph Omit 9 00000000Ph Omit 8 00000000Ph Omit 7 00000000Ph Omit 6 00000000Ph Omit 5 00000000Ph Omit 4 00000000Ph Omit 3 00000000Ph Omit 2 00000000Ph Omit 1 TABLE - 1 102 1/28/2021 1:22:16 PM82/99 87654321 TSP Strategy 00000000Service Ph 4 00000000Service Ph 3 00000000Service Ph 2 00000000Service Ph 1 00000000Ped Omit 16 00000000Ped Omit 15 00000000Ped Omit 14 00000000Ped Omit 13 00000000Ped Omit 12 00000000Ped Omit 11 00000000Ped Omit 10 00000000Ped Omit 9 00000000Ped Omit 8 00000000Ped Omit 7 00000000Ped Omit 6 00000000Ped Omit 5 00000000Ped Omit 4 00000000Ped Omit 3 00000000Ped Omit 2 00000000Ped Omit 1 00000000Ph Omit 16 00000000Ph Omit 15 00000000Ph Omit 14 00000000Ph Omit 13 00000000Ph Omit 12 00000000Ph Omit 11 00000000Ph Omit 10 Value Unit Parms .Allow Skip Yel .Allow < 3 sec Yel .Local Flash Start 3Red Revert .Auto Ped Clear 0StartUp Flash TABLE - 1 102 1/28/2021 1:22:16 PM83/99 Value Unit Parms 0RingAlgo .Min Ped Clear Time .Clearance Decide 1Free Ring Sequence .Stop Time Over Preempt 4PHDiamond Mode .Startup Calls STD8Phase Mode 0Start Red Time XEnable Run 0MCE Timeout Value User Input ABC 0A-FF 0A-GG 0A-BB 0A-AA 0A-T 0A-m 0A-S 0A-z 0A-k 0A-R 0A-j 0A-P 0A-N 0A-i 0A-h 0A-x 0A-M 0A-g 0A-L 0A_W 0A-K TABLE - 1 102 1/28/2021 1:22:16 PM84/99 Value User Input ABC 0A-n 0C-s 0C-Y 0C-t 0C_Z 0C_u 0C-a 0C-EE 0C-v 0C-p 0C-T 0C-q 0C-U 0C-V 0C-W 0C_r 0C-X 0B-M 0B-x 0B-h 0B-N 0B-i 0B-P 0B-R 0B-j 0B_k 0B-S 0B-m 0B-T 0B_z 0B-U 0B-n 0B-V 0A-f 0A-v 0A-EE 102 1/28/2021 1:22:16 PM85/99 Value User Input ABC 0B-y 0B-v 0B-X 0B-W 0B-B 0A-HH 0A-y 0A-q 0C-P 0C-m 0C-R 0C-N 0C-S 0B-L 0B-g 4 9 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 3 6 3 5 3 4 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 2 0 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 0987654321 User Input D Map 0000000000000000000000000000000000000000000000000Pin TABLE - 1 Value User Output ABC 0B-c 0B-EE 0A-d 0A_a 0A_D 0B-D 0B-f 0B-G 0B-FF 0A-J 0A-F 0A-Z TABLE - 1 102 1/28/2021 1:22:16 PM86/99 Value User Output ABC 0B-q 0B-j 0B-a 0B-BB 0A-r 0A_c 0B_A 0B_d 0B-E 0B-AA 0A-Y 0A-H 0A-A 0B-p 0B-H 0B-s 0B-GG 0A-C 0A-s 0A-X 0B_C 0B_e 0B-t 0B-CC 0A-u 0A-t 0A-CC 0B-Y 0B-w 0B-b 0B-DD 0A-e 0A-b 0A_E 0B-Z 0B-K 102 1/28/2021 1:22:16 PM87/99 Value User Output ABC 0C-GG 0C-k 0C-c 0C-y 0C_f 0C-FF 0C-BB 0C-A 0C-PP 0C-E 0C_J 0C-K 0C-C 0C-AA 0C-G 0C-HH 0C-M 0C-e 0C-LL 0C_h 0C-w 0C-CC 0C-D 0C-MM 0C-H 0C-JJ 0C-N 0C-x 0C-DD 0C-i 0B-r 0B-u 0B_F 0B-HH 0A-DD 0A-G 102 1/28/2021 1:22:16 PM88/99 Value User Output ABC 0C-L 0C-d 0C-z 0C-g 0C-NN 0C-j 0C-B 0C-KK 0C-F 1110987654321 User Output D Map 00000000000Pin TABLE - 1 Fail Time Erratic Counts Max Presen ce No Activit y Queue Limit Extend Time Delay Time Switch Phase Call PhaseCallQueueAdded InitialExtendRed Lock Yellow Lock Occup ancy Volum e Vehicle Dets 00000000X.XX....18 00000000X.XX....17 00000000X.XX....16 00000000X.XX....15 00000000X.XX....14 00000000X.XX....13 00000000X.XX....12 00000000X.XX....11 00000000X.XX....10 00000000X.XX....9 00000006X.XX..XX8 00000005X.XX..XX7 00000000X.XX..XX6 00000000X.XX..XX5 00000002X.XX..XX4 000001.501X.XX..XX3 00000004X.XX..XX2 00000003X.XX..XX1 102 1/28/2021 1:22:16 PM89/99 Fail Time Erratic Counts Max Presen ce No Activit y Queue Limit Extend Time Delay Time Switch Phase Call PhaseCallQueueAdded InitialExtendRed Lock Yellow Lock Occup ancy Volum e Vehicle Dets 00000000........52 00000000........51 00000000........50 00000000........49 00000000........48 00000000........47 00000000........46 00000000........45 00000000........44 00000000........43 00000000........42 00000000........41 00000000........40 00000000........39 00000000........38 00000000........37 00000000........36 00000000........35 00000000........34 00000000........33 00000000........32 00000000........31 00000000........30 00000000........29 00000000........28 00000000........27 00000000........26 00000000........25 00000000........24 00000000........23 00000000........22 00000000........21 00000000........20 00000000........19 102 1/28/2021 1:22:16 PM90/99 Fail Time Erratic Counts Max Presen ce No Activit y Queue Limit Extend Time Delay Time Switch Phase Call PhaseCallQueueAdded InitialExtendRed Lock Yellow Lock Occup ancy Volum e Vehicle Dets 00000000........86 00000000........85 00000000........84 00000000........83 00000000........82 00000000........81 00000000........80 00000000........79 00000000........78 00000000........77 00000000........76 00000000........75 00000000........74 00000000........73 00000000........72 00000000........71 00000000........70 00000000........69 00000000........68 00000000........67 00000000........66 00000000........65 00000000........64 00000000........63 00000000........62 00000000........61 00000000........60 00000000........59 00000000........58 00000000........57 00000000........56 00000000........55 00000000........54 00000000........53 102 1/28/2021 1:22:16 PM91/99 Fail Time Erratic Counts Max Presen ce No Activit y Queue Limit Extend Time Delay Time Switch Phase Call PhaseCallQueueAdded InitialExtendRed Lock Yellow Lock Occup ancy Volum e Vehicle Dets 00000000........120 00000000........119 00000000........118 00000000........117 00000000........116 00000000........115 00000000........114 00000000........113 00000000........112 00000000........111 00000000........110 00000000........109 00000000........108 00000000........107 00000000........106 00000000........105 00000000........104 00000000........103 00000000........102 00000000........101 00000000........100 00000000........99 00000000........98 00000000........97 00000000........96 00000000........95 00000000........94 00000000........93 00000000........92 00000000........91 00000000........90 00000000........89 00000000........88 00000000........87 102 1/28/2021 1:22:16 PM92/99 Fail Time Erratic Counts Max Presen ce No Activit y Queue Limit Extend Time Delay Time Switch Phase Call PhaseCallQueueAdded InitialExtendRed Lock Yellow Lock Occup ancy Volum e Vehicle Dets 00000000........128 00000000........127 00000000........126 00000000........125 00000000........124 00000000........123 00000000........122 00000000........121 16151413121110987654321 Vehicle Dets Alt 0000000000000000Delay Phase 2 0000000000000000Delay Phase 1 NORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMExt Mode ................Red Occupancy ................Yellow Occupancy ................Green Occupancy 2222222222222222Fail Time 0000000000000000Erratic Cnt 0000000000000000Max Presence 0000000000000000No Activity 0000000000000000Queue Limit 0000000000000000Extend Time 0000000000000000Delay Time 0000000000000000Switch Phase 0000000000000000Call Phase ................Call ................Queue ................Added Initial ................Extend ................Red Lock ................Yellow Lock ................Occupancy ................Volume TABLE - 1 102 1/28/2021 1:22:16 PM93/99 16151413121110987654321 Vehicle Dets Alt ................Queue ................Added Initial ................Extend ................Red Lock ................Yellow Lock ................Occupancy ................Volume TABLE - 3 0000000000000000Det Number 0000000000000000Source 0000000000000000Delay Phase 2 0000000000000000Delay Phase 1 NORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMExt Mode ................Red Occupancy ................Yellow Occupancy ................Green Occupancy 2222222222222222Fail Time 0000000000000000Erratic Cnt 0000000000000000Max Presence 0000000000000000No Activity 0000000000000000Queue Limit 0000000000000000Extend Time 0000000000000000Delay Time 0000000000000000Switch Phase 0000000000000000Call Phase ................Call ................Queue ................Added Initial ................Extend ................Red Lock ................Yellow Lock ................Occupancy ................Volume TABLE - 2 0000000000000000Det Number 0000000000000000Source 102 1/28/2021 1:22:16 PM94/99 16151413121110987654321 Vehicle Dets Alt 0000000000000000Det Number 0000000000000000Source 0000000000000000Delay Phase 2 0000000000000000Delay Phase 1 NORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMExt Mode ................Red Occupancy ................Yellow Occupancy ................Green Occupancy 2222222222222222Fail Time 0000000000000000Erratic Cnt 0000000000000000Max Presence 0000000000000000No Activity 0000000000000000Queue Limit 0000000000000000Extend Time 0000000000000000Delay Time 0000000000000000Switch Phase 0000000000000000Call Phase ................Call SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow OccupancyGreen Occupancy Vehicle Dets+ 00NORM...15 00NORM...14 00NORM...13 00NORM...12 00NORM...11 00NORM...10 00NORM...9 00NORM...8 00NORM...7 00NORM...6 00NORM...5 00NORM...4 00NORM...3 00NORM...2 00NORM...1 102 1/28/2021 1:22:16 PM95/99 SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow OccupancyGreen Occupancy Vehicle Dets+ 00NORM...50 00NORM...49 00NORM...48 00NORM...47 00NORM...46 00NORM...45 00NORM...44 00NORM...43 00NORM...42 00NORM...41 00NORM...40 00NORM...39 00NORM...38 00NORM...37 00NORM...36 00NORM...35 00NORM...34 00NORM...33 00NORM...32 00NORM...31 00NORM...30 00NORM...29 00NORM...28 00NORM...27 00NORM...26 00NORM...25 00NORM...24 00NORM...23 00NORM...22 00NORM...21 00NORM...20 00NORM...19 00NORM...18 00NORM...17 00NORM...16 102 1/28/2021 1:22:16 PM96/99 SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow OccupancyGreen Occupancy Vehicle Dets+ 00NORM...85 00NORM...84 00NORM...83 00NORM...82 00NORM...81 00NORM...80 00NORM...79 00NORM...78 00NORM...77 00NORM...76 00NORM...75 00NORM...74 00NORM...73 00NORM...72 00NORM...71 00NORM...70 00NORM...69 00NORM...68 00NORM...67 00NORM...66 00NORM...65 00NORM...64 00NORM...63 00NORM...62 00NORM...61 00NORM...60 00NORM...59 00NORM...58 00NORM...57 00NORM...56 00NORM...55 00NORM...54 00NORM...53 00NORM...52 00NORM...51 102 1/28/2021 1:22:16 PM97/99 SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow OccupancyGreen Occupancy Vehicle Dets+ 00NORM...120 00NORM...119 00NORM...118 00NORM...117 00NORM...116 00NORM...115 00NORM...114 00NORM...113 00NORM...112 00NORM...111 00NORM...110 00NORM...109 00NORM...108 00NORM...107 00NORM...106 00NORM...105 00NORM...104 00NORM...103 00NORM...102 00NORM...101 00NORM...100 00NORM...99 00NORM...98 00NORM...97 00NORM...96 00NORM...95 00NORM...94 00NORM...93 00NORM...92 00NORM...91 00NORM...90 00NORM...89 00NORM...88 00NORM...87 00NORM...86 102 1/28/2021 1:22:16 PM98/99 SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow OccupancyGreen Occupancy Vehicle Dets+ 00NORM...128 00NORM...127 00NORM...126 00NORM...125 00NORM...124 00NORM...123 00NORM...122 00NORM...121 102 1/28/2021 1:22:16 PM99/99