Loading...
Traffic Impact Analysis 6-21-24 PREPARED BY: PREPARED FOR: Pioneer Ridge, LLC. Burnsville, Minnesota TRAFFIC IMPACT ANALYSIS Pioneer Ridge Chanhassen, Minnesota JUNE 21, 2024 Traffic Impact Analysis for Pioneer Ridge City of Chanhassen, Minnesota Prepared For: Pioneer Ridge, LLC. 221 River Ridge Circle S Burnsville, Minnesota 55337 Prepared By: Camie Ferrier, P.E., PTOE Allyson Deijkers Westwood Professional Services 1 Systems Drive Appleton, WI 54914 (920) 830-6324 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Minnesota Professional Engineering License 58459 Exp: 06/30/2026 Project Number: P0050930.00 Date: 6/21/2024 6/21/2024 Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Table of Contents 1.0 Executive Summary ....................................................................................... 1 2.0 Introduction ................................................................................................. 3 3.0 Existing Conditions....................................................................................... 4 3.1 Existing Land Use ........................................................................................................... 4 3.2 Regional Access .............................................................................................................. 4 3.3 Parcel Access................................................................................................................... 4 3.4 Study Area Intersections ................................................................................................ 4 3.5 Existing Lane Configuration and Traffic Control ........................................................... 4 3.6 Existing Turning Movements ......................................................................................... 4 4.0 Future Conditions ......................................................................................... 8 4.1 Year 2026 and 2040 Background Lane Configuration and Traffic Control .................. 8 4.2 Year 2026 Background Traffic Volumes ........................................................................ 8 4.3 Year 2040 No-Build Traffic Volumes ............................................................................. 8 4.3 Project Trip Generation ................................................................................................ 12 4.4 Project Trip Distribution .............................................................................................. 14 4.5 Project Trip Assignment ............................................................................................... 14 4.6 Full Buildout Condition Traffic Volumes ..................................................................... 14 4.7 Year 2040 No-Build Condition Traffic Volumes .......................................................... 14 5.0 Traffic Capacity Analysis ............................................................................. 19 5.1 Operational Analysis Methodology .............................................................................. 19 5.2 Study Intersection Operational Analysis ...................................................................... 20 5.3 Left and Right Turn Storage Bay Analysis ................................................................... 20 6.0 Safety Analysis ............................................................................................. 22 6.1 Crash Data .................................................................................................................... 22 6.2 Data Analysis ................................................................................................................ 22 6.3 Sight Distance Analysis ................................................................................................ 22 7.0 Conclusions and Recommendations ........................................................... 28 Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota ii | Confidential and Proprietary. TBPLS Firm #10074302 Figures Figure 1 – Study Area and Intersection Identifier ............................................................................ 5 Figure 2 –Existing Year 2024 Lane Configuration and Traffic Control ........................................... 6 Figure 3 – Year 2024 Existing Traffic Volumes ............................................................................... 7 Figure 4 – Year 2026 Background (No-Build) Lane Configuration and Traffic Control ................. 9 Figure 5 – Year 2026 Background (No-Build) Traffic Volumes ..................................................... 10 Figure 6 - Year 2040 Background (No-Build) Traffic Volumes ...................................................... 11 Figure 7 – Year 2026 Project Buildout Conditions Lane Configuration and Traffic Control ........ 13 Figure 8 –Primary Trip Distribution .............................................................................................. 15 Figure 9 – Proposed Trip Assignment ............................................................................................ 16 Figure 10 – Year 2026 Total Traffic Volumes................................................................................. 17 Figure 11 – Year 2040 Total Traffic Volumes ................................................................................. 18 Figure 12 – Crash Diagram at Pioneer Trail and Bluff Creek Drive ............................................... 24 Figure 13 – Intersection Site Distance Diagram – Bluff Creek Drive and Street A ........................ 25 Figure 14 – Intersection Site Distance Diagram – Bluff Creek Drive and Street A ........................ 26 Figure 15 – Intersection Site Distance Diagram – Pioneer Trail and Street B ............................... 27 Tables Table 1 – Peak Hour Turning Movement Count Dates .................................................................... 4 Table 2 – Pioneer Ridge Total Vehicular Trip Generation ............................................................. 12 Table 3 – Level of Service Criteria .................................................................................................. 19 Table 4 – Peak Hour Intersection Capacity Analysis Results Summary ........................................ 21 Table 5 – Crash Data Summary ...................................................................................................... 22 Table 6 – Crash Rates Summary .................................................................................................... 22 Appendices Appendix A: Existing Peak Hour Traffic Count Data Appendix B: Information from the Minnesota Department of Transportation (MnDOT) Traffic Mapping Application Growth Rate Calculations Appendix C: Project Trip Generation Appendix D: Synchro Capacity Analyses Appendix E: Crash Data Intersection Crash Rate Calculations Appendix F: Pioneer Ridge Project Information Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 1 | Confidential and Proprietary. TBPLS Firm #10074302 1.0 Executive Summary Westwood Professional Services, Inc. (Westwood) has been retained by Pioneer Ridge, LLC. to prepare a Traffic Impact Analysis (TIA) for the Pioneer Ridge project. Pioneer Ridge project includes 60 single-family attached housing dwelling units that are proposed for development on approximately +/- 11.75 acres located in Chanhassen, Minnesota. Full buildout and occupancy of this project is expected to occur in the Year 2026. This TIA will contain investigations of the potential impacts of the current development plan on the existing and planned roadway infrastructure and develop recommendations for mitigating the identified impacts. This TIA contains the following analyses at the study intersections and driveways:  Intersection Level of Service Analysis  Left Turn and Right Turn Storage Lane Analysis  Safety Analysis These analyses will be performed within the following scenarios: 1. Year 2024 Existing Conditions 2. Year 2026 Background (No-Build) Conditions 3. Year 2026 Project Buildout Conditions 4. Year 2040 No-Build Conditions 5. Year 2040 Project Buildout Conditions This TIA addresses anticipated future conditions at the following one (1) public street intersection: 1. Pioneer Trail and Bluff Creek Drive (Intersection #1) This study also addresses anticipated future conditions at two (2) private driveways: 1. Bluff Creek Drive and Driveway A 2. Pioneer Trail and Driveway B The proposed Pioneer Ridge project is anticipated to generate a total of 631 daily weekday trip ends, including 47 primary AM peak hour trips and 61 primary PM peak hour trips on an average weekday upon full buildout. All intersections are anticipated to operate with acceptable LOS in the AM and PM peak hours. All impacted left and right turn storage bays are anticipated to have adequate storage for Year 2026 and 2040 Full Buildout Condition Scenarios. A total of 9 crashes were recorded at the one (1) intersection adjacent to the project site with crash data during the most recent available five-year period. Of those 9 crashes, 7 crashes (78%) were property damage only crashes and the remaining 2 crashes (22%) accounting for injuries to 3 Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 2 | Confidential and Proprietary. TBPLS Firm #10074302 people. There were no observed fatal crashes. The study intersection has an observed crash rate above its corresponding critical rate. The sight distance analysis shows that the proposed location for Driveway A will not meet the desirable requirements for sight distance for the left turn from minor road or for the right turn from the minor road due to the existing ground profiles. Grading the existing hill back from the roadway is an option to provide the desirable intersection sight distance looking to the south. The sight distance analysis shows that the proposed location for Driveway B will meet the desirable requirements for sight distance for the right turn from the minor road. Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 3 | Confidential and Proprietary. TBPLS Firm #10074302 2.0 Introduction Westwood Professional Services, Inc. (Westwood) has been retained by Pioneer Ridge, LLC. to prepare a Traffic Impact Analysis (TIA) for the Pioneer Ridge project. The Pioneer Ridge project includes 60 single family attached housing dwelling units that are proposed for development on approximately +/- 11.75 acres located in Chanhassen, Minnesota. Full buildout and occupancy of this project is expected to occur in the Year 2026. This TIA will contain investigations of the potential impacts of the current development plan on the existing and planned roadway infrastructure and develop recommendations for mitigating the identified impacts. This TIA contains the following analyses at the study intersections and driveways:  Intersection Level of Service Analysis  Left Turn and Right Turn Storage Lane Analysis  Safety Analysis These analyses will be performed within the following scenarios: 1 Year 2023 Existing Conditions 2 Year 2026 Background (No-Build) Conditions 3 Year 2026 Project Buildout Conditions 4 Year 2040 No Build Conditions 5 Year 2040 Project Buildout Conditions Project information and dwelling unit count calculations for the Pioneer Ridge project is provided in Appendix F. Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 4 | Confidential and Proprietary. TBPLS Firm #10074302 3.0 Existing Conditions This section of the report details existing conditions in the immediate vicinity of the project site. 3.1 Existing Land Use The Pioneer Ridge project is generally bounded by Pioneer Trail to the south, and Bluff Creek Drive to the west. The location of the Pioneer Ridge project is shown in Figure 1. 3.2 Regional Access Primary regional access between the Minneapolis area and the proposed Pioneer Ridge project is provided to and from U.S. Route 212 (US-212) via Powers Boulevard. Site access is provided along arterial street connections such as Bluff Creek Boulevard and Pioneer Trail to the regional facility. 3.3 Parcel Access Access to the parcel is through two driveways: one located approximately 350 feet north of the intersection of Pioneer Trail and Bluff Creek Drive, and the other located approximately 1,050 feet east of the intersection of Pioneer Trail and Bluff Creek Drive. 3.4 Study Area Intersections This TIA addresses anticipated future conditions at the following one (1) public street intersections: 1. Pioneer Trail and Bluff Creek Drive (Intersection #1) This study also addresses anticipated future conditions at two (2) private driveways: 1. Bluff Creek Drive and Driveway A 2. Pioneer Trail and Driveway B The locations of each of these study intersections and private driveways are depicted in Figure 1. 3.5 Existing Lane Configuration and Traffic Control Existing lane configurations and traffic control at the existing study intersections and future access intersections are depicted in Figure 2. 3.6 Existing Turning Movements Existing AM and PM peak hour vehicular turning movement data was collected for the public street intersection identified in Section 3.4. The date and location of each count is summarized in Table 1. A summary of the peak hour count data at the study intersections is provided in Figure 3. The peak hour count data sheets are provided in Appendix A. Table 1 – Peak Hour Turning Movement Count Dates Intersection Count Date Pioneer Trail and Bluff Creek Drive (Intersection #1) May 16, 2024 PIONEER RIDGE RESIDENTIAL Phone (952) 937-5150 12071 Whitewater Drive, Suite 300 Minnetonka, MN 55343 FIGURE 1 PIONEER RIDGE RESIDENTIALSTOPPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 2 PIONEER RIDGE RESIDENTIALSTOPPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 3 Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 8 | Confidential and Proprietary. TBPLS Firm #10074302 4.0 Future Conditions This section of the report describes the anticipated buildout conditions for the Pioneer Ridge project in the Year 2026 and 2040. 4.1 Year 2026 Background Lane Configuration and Traffic Control Figure 4 illustrates the anticipated lane configuration and traffic control that is expected at the study area intersections in the background scenario during the buildout year of 2026. The background lane configuration and traffic control are expected to remain unchanged from the existing condition. 4.2 Year 2026 Background Traffic Volumes Future baseline traffic volumes near the project site were generated for the anticipated project buildout year of 2026 to determine the impact of project traffic on the surrounding roadway network. An average annual growth rate for the study area was calculated using historic Minnesota Department of Transportation (MnDOT) average annual daily traffic (AADT) data. An annual average growth rate of 1.5 % was obtained from the evaluation of two (2) MnDOT sequence segments (#41952 and #69945), and one segment (along the CSAH route, at Powers Boulevard and Pioneer Trail) from the Carver County Comprehensive Plan 2040. This calculated growth rate was applied to the 2024 peak hour turning movement counts at the study intersection in Figure 3 to generate traffic volumes for the background year of 2026. The Year 2026 background traffic volumes are illustrated on Figure 5. Detailed calculations, along with information from the MnDOT Traffic Mapping Application, are included in Appendix B. 4.3 Year 2040 Background Lane Configuration and Traffic Control Figure 4 illustrates the anticipated lane configuration and traffic control that is expected at the study area intersections in the background scenario during the buildout year of 2040. The background lane configuration and traffic control are expected to remain unchanged from the existing condition. 4.4 Year 2040 No-Build Traffic Volumes Future baseline traffic volumes near the project site were generated for the year of 2040 to determine the impact of project traffic on the surrounding roadway network. This calculated growth rate as described in Section 4.2 was applied to the 2024 peak hour turning movement counts at the study intersection in Figure 3 to generate traffic volumes for the no- build year of 2040. The Year 2040 no-build traffic volumes are illustrated on Figure 6. Detailed calculations, along with information from the MnDOT Traffic Mapping Application, are included in Appendix B. PIONEER RIDGE RESIDENTIAL STOP Phone (952) 937-5150 12071 Whitewater Drive, Suite 300 Minnetonka, MN 55343 FIGURE 4 PIONEER RIDGE RESIDENTIALPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 5STOP PIONEER RIDGE RESIDENTIALPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 6STOP Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 12 | Confidential and Proprietary. TBPLS Firm #10074302 4.3 Project Trip Generation The 11th Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Manual was used to estimate the number of vehicle trips that could be generated by the project. This manual is a standard reference used by municipalities and public agencies throughout the United States. The trip generation characteristics included in the manual are summarized by general land use type and are based on actual trip generation studies performed at numerous locations in areas of various populations. Vehicular trip generation for the proposed Pioneer Ridge project is based on fitted curve rate equations for Single-Family Attached Housing (ITE Land Use Code 215). The resulting trip generation is summarized in Table 2. Calculations are provided in Appendix C. Table 2 – Pioneer Ridge Total Vehicular Trip Generation ITE Code Land Use Size Daily Trips AM Peak Hour PM Peak Hour In Out Total In Out Total 215 Single-Family Attached Housing 60 du 631 15 32 47 35 26 61 Total 631 15 32 47 35 26 61 Sources: ITE Trip Generation Manual, 11th Edition PIONEER RIDGE RESIDENTIAL STOP Phone (952) 937-5150 12071 Whitewater Drive, Suite 300 Minnetonka, MN 55343 FIGURE 7STOPSTOP Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 14 | Confidential and Proprietary. TBPLS Firm #10074302 4.4 Project Trip Distribution The directional distribution of project traffic quantifies the percentage of project-generated traffic that arrives and departs the project site in each direction by type of use. The project includes uses that generate primary project trips. The primary trip distribution quantifies the percentage of site-generated traffic that generally arrives and departs the project site along the same route. Primary trips are new trips to the street network and project driveways. Figure 8 illustrates the anticipated primary project trip distribution for the Pioneer Ridge project. The primary trip distribution was based on anticipated access restrictions and internal circulation through each project driveway, anticipated trip origins and destinations with the surrounding areas, and engineering judgment. The proposed trip distribution addressed the comments received via email correspondence from the City of Chanhassen on June 3, 2024, and Carver County, on June 10, 2024. 4.5 Project Trip Assignment Project traffic assignment was calculated by applying the primary trip distribution percentages found in Figure 8 to the primary external vehicular project trip generation found in Table 2. A Synchro model was prepared to distribute and assign the external project trips that were expected to be generated from the Pioneer Ridge project throughout the study roadway network. The model uses zones to replicate specific areas or land uses within a development plan, links to replicate the roadway network, and gates at the boundary of the model to balance inbound and outbound traffic flows. The resulting traffic assignments at the study intersections and project driveways for the Pioneer Ridge project are illustrated in Figure 9 for the primary trip assignment. The inbound and outbound trip generation is rounded to the nearest whole number when assigned in Synchro to the distribution percentages. Therefore, the number of trips assigned to the study intersections may differ slightly from the total external trip generation in Table 2. 4.6 Year 2026 Full Buildout Condition Traffic Volumes The combined impact of background traffic and project traffic on the surrounding roadway network was determined by adding the project traffic assignment from Figure 9 to the Year 2026 background traffic volumes in Figure 5. The traffic volumes illustrated in Figure 10 represent the anticipated traffic conditions in the study area at the time the project is fully constructed and occupied in the Year 2026. 4.7 Year 2040 No-Build Condition Traffic Volumes The impact of future traffic on the surrounding roadway network was determined by applying the growth rate to the Year 2026 background traffic volumes in Figure 5. The traffic volumes illustrated in Figure 6 represent the anticipated traffic conditions in the study area in the Year 2040. 4.8 Year 2040 Full Buildout Condition Traffic Volumes The combined impact of background traffic and project traffic on the surrounding roadway network was determined by adding the project traffic assignment from Figure 9 to the Year 2040 background traffic volumes in Figure 6. The traffic volumes illustrated in Figure 11 represent the anticipated traffic conditions in the study area at the time the project is fully constructed and occupied in the Year 2040. PIONEER RIDGE RESIDENTIALSTOPPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 8STOPSTOP PIONEER RIDGE RESIDENTIALSTOPPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 9STOPSTOP PIONEER RIDGE RESIDENTIALPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 10STOPSTOPSTOP PIONEER RIDGE RESIDENTIALPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 11STOPSTOPSTOP Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 19 | Confidential and Proprietary. TBPLS Firm #10074302 5.0 Traffic Capacity Analysis Analyses were conducted at the study area intersection identified in Section 3.4 within the following scenarios: 1. Year 2024 Existing Conditions 2. Year 2026 Background (No-Build) Conditions 3. Year 2026 Project Buildout Conditions 4. Year 2040 No-Build Conditions 5. Year 2040 Project Buildout Conditions The purposes of these analyses are to identify potential capacity constraints in the existing and future study area street network and to quantify the impacts of the Pioneer Ridge project. 5.1 Operational Analysis Methodology The study intersections were analyzed using Synchro Version 11 Traffic Engineering Software. Level of Service (LOS) analyses within Synchro for signalized and stop controlled intersections were calculated and reported using the average total delay analysis methodology as presented in the Transportation Research Board’s Highway Capacity Manual (HCM 7th Edition). HCM 7th Edition describes LOS as “a qualitative stratification of a performance measure or measures that represent quality of service, measured on an A-F scale, with LOS A representing the best operating conditions from the traveler’s perspective and LOS F the worst.” Table 4 summarizes the average total delay criteria for LOS A through F. Table 3 – Level of Service Criteria Level of Service Signalized Intersection Average Total Delay (seconds/vehicle) Stop Controlled / Roundabout Intersection Average Total Delay (seconds/vehicle) A ≤10 10 B >10 and ≤20 >10 and ≤15 C >20 and ≤35 >15 and ≤25 D >35 and ≤55 >25 and ≤35 E >55 and ≤80 >35 and ≤50 F >80 >50 Highway Capacity Manual (HCM 7th Edition), Transportation Research Board Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 20 | Confidential and Proprietary. TBPLS Firm #10074302 5.2 Study Intersection Operational Analysis Level of Service analyses for the study intersections are provided for the Year 2024 Existing Conditions, the Year 2026 Background Conditions, the anticipated Year 2026 Full Buildout Conditions, the Year 2040 No-Build Conditions, and the Year 2040 Full Buildout Conditions. The analyses are based on the lane configurations, traffic control and traffic volumes as illustrated in the following:  Year 2024 Existing Conditions: Figure 2 and Figure 3  Year 2026 Background (No-Build) Conditions: Figure 4 and Figure 5  Year 2040 Background (No-Build) Condition: Figure 4 and Figure 6  Year 2026 Project Buildout Conditions: Figure 7 and Figure 10  Year 2040 Project Buildout Condition: Figure 7 and Figure 11 Summary reports from the LOS analyses are provided for all study intersections in Appendix D. All intersections were analyzed using the lowest level of traffic control that provided an acceptable intersection LOS. Results of the LOS analyses are summarized in Table 4. All intersections are anticipated to operate with acceptable LOS in the AM and PM peak hours. 5.3 Left and Right Turn Storage Bay Analysis An analysis of all left and right turn storage bays that are expected to convey project-generated traffic at the study intersections was conducted for the following scenarios:  Year 2024 Existing Conditions: Figure 2 and Figure 3  Year 2026 Background (No-Build) Conditions: Figure 4 and Figure 5  Year 2040 Background (No-Build) Condition: Figure 4 and Figure 6  Year 2026 Project Buildout Conditions: Figure 7 and Figure 10  Year 2040 Project Buildout Condition: Figure 7 and Figure 11 The analysis uses the HCM’s 7th Edition 95th percentile left and right turn queue lengths reported by Synchro (see Appendix D). Table 4 summarizes the results of the analysis based on the anticipated traffic control required at full buildout of the Pioneer Ridge project for defined left and right turn storage bays. All impacted left and right turn storage bays are anticipated to have adequate storage for Year 2026 and 2040 Full Buildout Condition Scenarios. In addition, the southbound thru lane queuing is 211 feet in the 2040 PM Buildout Condition, which is less than the distance between the Bluff Creek Drive/Pioneer Trail and the Bluff Creek Drive/Driveway A intersections. LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length LOS Delay Synchro Queue V/C Bay Length Overall C 22.4 C 23.9 C 22.8 C 24.6 C 25.4 C 27.9 C 22.7 C 24.6 C 25.3 C 27.9 NBL B 12.30 84 ft 0.1800 225 ft B 14.40 78 ft 0.1700 225 ft B 13.00 93 ft 0.1900 225 ft B 15.30 84 ft 0.2000 225 ft B 14.80 109 ft 0.2400 225 ft B 17.20 99 ft 0.2700 225 ft B 13.00 93 ft 0.1900 225 ft B 15.40 85 ft 0.2000 225 ft B 14.80 109 ft 0.2400 225 ft B 17.40 99 ft 0.2700 225 ft NBT C 20.90 87 ft 0.1200 -C 21.80 66 ft 0.0900 -C 21.70 96 ft 0.1300 -C 22.80 72 ft 0.1000 -C 23.90 110 ft 0.1700 -C 25.50 84 ft 0.1200 -C 21.80 98 ft 0.1400 -C 23.90 81 ft 0.1200 -C 24.40 114 ft 0.1900 -C 25.80 95 ft 0.1500 - NBR A 0.10 0 ft 0.0400 225 ft A 0.00 0 ft 0.0200 225 ft A 0.10 0 ft 0.0400 225 ft A 0.00 0 ft 0.0200 225 ft A 0.10 0 ft 0.0500 225 ft A 0.10 0 ft 0.0200 225 ft A 0.10 0 ft 0.0400 225 ft A 0.10 0 ft 0.0200 225 ft A 0.20 0 ft 0.0500 225 ft A 0.10 0 ft 0.0200 225 ft SBL B 12.10 59 ft 0.1200 175 ft B 14.20 38 ft 0.0700 175 ft B 12.80 64 ft 0.1300 175 ft B 14.90 41 ft 0.0800 175 ft B 14.30 75 ft 0.1600 175 ft B 16.30 48 ft 0.1000 175 ft B 12.80 72 ft 0.1500 175 ft B 15.00 48 ft 0.0900 175 ft B 14.40 83 ft 0.1800 175 ft B 16.40 54 ft 0.1100 175 ft SBT C 21.30 44 ft 0.0600 -C 24.50 155 ft 0.2600 -C 22.20 47 ft 0.0600 -C 25.80 169 ft 0.2800 -C 24.30 54 ft 0.0800 -C 29.20 201 ft 0.3700 -C 22.10 56 ft 0.0800 -C 26.10 178 ft 0.3000 -C 24.40 65 ft 0.1000 -C 29.60 211 ft 0.3900 - SBR A 0.00 0 ft 0.0100 175 ft A 0.10 0 ft 0.0200 175 ft A 0.00 0 ft 0.0100 175 ft A 0.10 0 ft 0.0200 175 ft A 0.00 0 ft 0.0100 175 ft A 0.10 0 ft 0.0300 175 ft A 0.00 0 ft 0.0100 175 ft A 0.10 0 ft 0.0200 175 ft A 0.00 0 ft 0.0200 175 ft A 0.10 0 ft 0.0300 175 ft EBL B 15.80 8 ft 0.0100 225 ft B 15.50 16 ft 0.0500 225 ft B 15.60 8 ft 0.0100 225 ft B 15.40 16 ft 0.0600 225 ft B 15.20 10 ft 0.0200 225 ft B 15.70 20 ft 0.1000 225 ft B 15.70 10 ft 0.0200 225 ft B 15.60 20 ft 0.0800 225 ft B 15.30 12 ft 0.0200 225 ft B 15.90 22 ft 0.1100 225 ft EBT C 34.20 329 ft 0.7300 -C 27.30 281 ft 0.5800 -D 35.50 357 ft 0.7600 -C 28.00 312 ft 0.6100 -D 39.70 448 ft 0.8400 -C 33.90 389 ft 0.7300 -D 35.50 357 ft 0.7600 -C 28.00 312 ft 0.6100 -D 39.70 448 ft 0.8400 -C 33.90 389 ft 0.7300 - EBR A 4.00 26 ft 0.1800 225 ft A 4.50 46 ft 0.3000 225 ft A 4.40 29 ft 0.1800 225 ft A 4.30 48 ft 0.3200 225 ft A 5.60 41 ft 0.2000 225 ft A 4.50 52 ft 0.3600 225 ft A 4.40 29 ft 0.1800 225 ft A 4.30 48 ft 0.3200 225 ft A 5.60 41 ft 0.2000 225 ft A 4.50 52 ft 0.3600 225 ft WBL B 16.10 13 ft 0.0400 250 ft B 15.30 15 ft 0.0400 250 ft B 15.90 12 ft 0.0400 250 ft B 15.10 15 ft 0.0400 250 ft B 15.70 14 ft 0.0600 250 ft B 15.00 17 ft 0.0600 250 ft B 15.90 12 ft 0.0400 250 ft B 15.10 15 ft 0.0400 250 ft B 15.60 14 ft 0.0500 250 ft B 15.00 17 ft 0.0600 250 ft WBT C 24.40 158 ft 0.3700 -C 34.90 350 ft 0.7400 -C 24.40 168 ft 0.3800 -D 36.80 390 ft 0.7800 -C 24.50 202 ft 0.4200 -D 43.90 533 ft 0.8700 -C 24.50 169 ft 0.3800 -D 36.90 392 ft 0.7800 -C 24.50 203 ft 0.4200 -D 44.10 533 ft 0.8700 - WBR A 0.10 0 ft 0.0400 250 ft A 0.30 0 ft 0.0800 250 ft A 0.10 0 ft 0.0400 250 ft A 0.30 0 ft 0.0800 250 ft A 0.10 0 ft 0.0500 250 ft A 0.40 2 ft 0.1000 250 ft A 0.10 0 ft 0.0400 250 ft A 0.30 0 ft 0.0800 250 ft A 0.01 0 ft 0.0500 250 ft A 0.40 2 ft 0.1000 250 ft Overall A 0 A 0 A 0 A 0 N/A N/A A 1.3 A 0.9 A 1.3 A 0.9 NBT A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft -A 0.00 0 ft -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -N/A 0 ft 0.0000 -N/A 0 ft 0.0000 - NBR N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft N/A 260 ft SBL N/A 270 ft N/A 270 ft N/A 270 ft N/A 270 ft N/A 270 ft N/A 270 ft A 7.50 0 ft 0.0040 270 ft A 7.50 0 ft 0.0080 270 ft A 7.50 0 ft 0.0050 270 ft A 7.60 0 ft 0.0110 270 ft SBT A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft -A 0.00 0 ft -N/A -N/A -N/A -N/A - WBL N/A N/A N/A N/A N/A N/A B 10.20 0 ft 0.0350 B 11.30 0 ft 0.0350 B 10.60 0 ft 0.0440 B 12.10 0 ft 0.0450 WBR N/A N/A N/A N/A N/A N/A A 8.90 0 ft 0.0120 A 9.00 0 ft 0.0100 A 9.10 0 ft 0.0150 A 9.10 0 ft 0.0120 Overall A 0 A 0 A 0 A 0 N/A N/A A 0 A 0 A 0 A 0 SBL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SBR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A EBL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A EBT A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft -A 0.00 0 ft -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 - WBT A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft -A 0.00 0 ft -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 -A 0.00 0 ft 0.0000 - WBR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Unmitigated TWSC Unmitigated TWSC Unmitigated #3 Pioneer Trail and Driveway B #2 Bluff Creek Drive and Driveway A INTERSECTION CONTROL TWSC TWSC TWSC Unmitigated Unmitigated Unmitigated INTERSECTION CONTROL TWSC TWSC TWSC Unmitigated Unmitigated Unmitigated Table 4. Peak Hour Intersection Capacity Analysis Results Summary #1 Pioneer Trail and Bluff Creek Drive Signalized Signalized Signalized INTERSECTION TRAFFIC MANEUVER AM PM Unmitigated Unmitigated UnmitigatedINTERSECTION CONTROL EXISTING CONDITIONS 2024 FUTURE BACKGROUND CONDITIONS 2026 FUTURE BUILDOUT CONDITIONS 2026 AM PM AM PM FUTURE BACKGROUND CONDITIONS 2040 AM PM Signalized FUTURE BUILDOUT CONDITIONS 2040 AM PM Signalized Unmitigated TWSC Unmitigated TWSC Unmitigated Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 22 | Confidential and Proprietary. TBPLS Firm #10074302 6.0 Safety Analysis 6.1 Crash Data Crash data was requested for the one (1) study intersection identified adjacent to the project site from the Minnesota Department of Transportation Safety Engineering Division for the most recent available five-year reporting period. The crash data obtained from MNDOT via email and is included in Appendix E and is summarized in Table 5. Table 5 – Crash Data Summary INT # Intersection Total Collisions Property Damage Only Injury Fatality 1 Pioneer Trail and Bluff Creek Drive 9 7 2 0 TOTAL 9 7 2 0 A total of 9 crashes were recorded at the one (1) intersection adjacent to the project site with crash data during the most recent available five-year period. Of those 9 crashes, 7 crashes (78%) were property damage only crashes and the remaining 2 crashes (22%) accounting for injuries to 3 people. There were no observed fatal crashes. The summaries of the crashes are illustrated on the crash diagram included in Figure 10. 6.2 Data Analysis The intersection crash rates per million entering vehicles (MEV) were computed for the one intersection and compared against the critical rate and the statewide average crash rate per MEV for a Signal traffic control type in the state of Minnesota. The results are summarized in Table 6. The crash rate data and calculations are included in Appendix E. Table 6 – Crash Rates Summary INT # Intersection Observed Crash Rate Critical Rate Statewide Average 1 Pioneer Trail and Bluff Creek Drive 0.44 0.37 0.138 The critical rate is a statistical comparison based on similar intersections in the state of Minnesota. An observed crash rate greater than the critical rate indicates that the intersection operates outside of the normal rate. The observed total crash rate for this period is 0.44 per MEV. This is 1.2 times the critical rate. If crashes were reduced by 2 over five years, this intersection would perform within normal range. 6.3 Sight Distance Analysis An intersection sight distance (ISD) analysis was completed for both site driveways. Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 23 | Confidential and Proprietary. TBPLS Firm #10074302 The intersection of Bluff Creek Drive/ Driveway A was analyzed as having two-way stop sign control. For this t-intersection with stop control on the minor road, the sight distance was evaluated for the following:  ISD Case B1 - Left turn from the minor road  ISD Case B2 - Right turn from the minor road Sight distance for the proposed Driveway A was evaluated using a design speed of 5 mph above the 35-mph posted speed limit on Bluff Creek Drive, for a design speed of 40 mph. The desired ISD distances are listed below.  ISD Case B1 - Left turn from the minor road o Desired ISD = 441 feet looking right o Desired ISD = 382 feet looking left  ISD Case B2 - Right turn from the minor road o Desired ISD = 382 feet looking left The sight distance analysis shows that the proposed location for Driveway A will not meet the desirable requirements for sight distance for the left turn from minor road or for the right turn from the minor road due to the existing ground profiles. Grading the existing hill back from the roadway is an option to provide the desirable intersection sight distance looking to the south. See Figures 13 and 14. The intersection of Pioneer Trail/ Driveway B was analyzed as having two-way stop sign control. For this right-in/right-out intersection with stop control on the minor road, the sight distance was evaluated for the following:  ISD Case B2 - Right turn from the minor road Sight distance for the proposed Driveway B was conducted using a design speed of 5 mph above the 50-mph posted speed limit on Pioneer Trail, for a design speed of 55 mph. The desired ISD distance is listed below.  ISD Case B2 - Right turn from the minor road o Desired ISD = 526 feet The sight distance analysis for this intersection was reviewed based on approximate intersection placement and on-line street view photo. See Figure 15. The sight distance analysis shows that the proposed location for Driveway B will meet the desirable requirements for sight distance for the right turn from the minor road. Land Development and Public Infrastructure Divisions Welcome to Westwood C3D 2023C3D 2023 Intro·C3D Shortcut·How WPS C3D works·Whats new with C3DCAD Support Data Intro·Where to find·Autosave·Self helpC3D Customizations Intro·WPS Ribbon Menu·General Tool Palette - Tutorials·Add-onsWestwood National Standards·Introduction Video·Standardization Goals·DWG Folder Structure··PDF··Video·National ResourcesRegion/Local CAD Standards & Resources·Standard CAD Practices·New Hire Onboarding·Local Resources·Tool Palette AssembliesLaunch New DWG with Local C3D Template·Clark County·City of Las Vegas·City of Henderson·City of North Las Vegas·Blank·Drainage"CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click"Best Practice Tips·Reference Templates·Windows Explorer Quick Access·Set Data Shortcut Folder·Requesting IT Assistance·Surface from GIS contours·Bluebeam plotting slow?··Try this fix"CTRL Click""CTRL Click""CTRL Click"Command of the WeekLinear FT"CTRL Click""CTRL Click"Updates·CIM Project Suite License fix·Broken Data Reference 2023 fix·Purge MEP data out of drawings·Parcels crashing CAD fix"CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click""CTRL Click"PIONEER RIDGE RESIDENTIALPhone (952) 937-5150 12071 Whitewater Drive, Suite 300Minnetonka, MN 55343FIGURE 1 2,738 sf3774 60 238 900 905 910 915 920 925 930 900 905 910 915 920 925 93010+00.00 11+00.00 12+00.00 13+00.00 14+00.0014+03.08 926.54924.17924.72925.16922.00915.34906.06902.41902.67902.64926.54924.17924.72925.16922.00915.34906.06902.41902.67902.64PIONEER RIDGE RESIDENTIAL Phone (952) 937-5150 12071 Whitewater Drive, Suite 300 Minnetonka, MN 55343 FIGURE 13 BLUFF CREEK DRIVE 3.5' 3.5' 7.5' 14.5'PIONEER TRA IL CASE B1 DISTANCE: 382 FT CASE B1 & B2 SIGHT LINE EXISTING GROUND CASE B1 & B2 SIGHT LINE DECISION VEHICLE LOCATIONSTREET APROPOSED STREET A DECISION VEHICLE LOCATION 53 60 77920 925 930 935 940 945 950 920 925 930 935 940 945 9500+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+80.03 923.96926.22929.44931.93933.82935.15936.63937.79938.53939.07939.21923.96926.22929.44931.93933.82935.15936.63937.79938.53939.07939.21PIONEER RIDGE RESIDENTIAL Phone (952) 937-5150 12071 Whitewater Drive, Suite 300 Minnetonka, MN 55343 FIGURE 14 7.5' 14.5' 16' BLUFF CREEK DRIVE STREET A3.5' 3.5' EXISTING GROUND CASE B1 SIGHT LINE DECISION VEHICLE LOCATION HEMLOCK WAYCASE B1 DISTANCE: 441 FT CASE B1 SIGHT DISTANCE DECISION VEHICLE LOCATION PROPOSED STREET A 13 289 47 PIONEER RIDGE RESIDENTIAL Phone (952) 937-5150 12071 Whitewater Drive, Suite 300 Minnetonka, MN 55343 FIGURE 15 PIONEER TRAIL USH 212STREET B14.5' CASE B2 DISTANCE: 526 FT CASE B2 SIGHT LINE DECISION VEHICLE LOACTION Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota 28 | Confidential and Proprietary. TBPLS Firm #10074302 7.0 Conclusions and Recommendations All intersections are anticipated to operate with acceptable LOS in the AM and PM peak hours. All impacted left and right turn storage bays are anticipated to have adequate storage for Year 2026 Full Buildout Condition Scenario. A total of 9 crashes were recorded at the one (1) intersection with crash data in the project area during the most recent five-year period. Of those 9 crashes, 7 crashes (78%) were property damage only crashes and the remaining 2 crashes (22%) were injury crashes. The single study intersection had an observed crash rate above its corresponding critical rate. The sight distance analysis shows that the proposed location for Driveway A will not meet the desirable requirements for sight distance for the left turn from minor road or for the right turn from the minor road due to the existing ground profiles. Grading the existing hill back from the roadway is an option to provide the desirable intersection sight distance looking to the south. The sight distance analysis shows that the proposed location for Driveway B will meet the desirable requirements for sight distance for the right turn from the minor road. Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX A Existing Peak Hour Traffic Count Data Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Bluff Creek Dr -- Pioneer Tr QC JOB #: QC JOB #: 16593801 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, May 16 2024 114 111 5 35 74 311 5 21 223 383 0.930.93 193 479 91 9 481 113 85 24 135 222 Peak-Hour: 7:15 AM -- 8:15 AMPeak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM 2.6 6.3 0 8.6 0 3.9 20 9.5 5.4 2.1 4.1 3.1 6.6 22.2 1.9 3.5 4.7 4.2 8.1 4.1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Bluff Creek Dr Bluff Creek Dr (Northbound)(Northbound) Bluff Creek Dr Bluff Creek Dr (Southbound)(Southbound) Pioneer TrPioneer Tr (Eastbound)(Eastbound) Pioneer TrPioneer Tr (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 6:00 AM 12 6 3 0 7 4 0 0 0 44 17 0 2 12 0 0 107 6:15 AM 5 13 1 0 8 3 0 0 0 49 10 0 1 12 0 0 102 6:30 AM 17 15 1 0 8 8 0 0 0 72 16 0 0 26 1 0 164 6:45 AM 19 18 5 0 7 7 0 0 1 57 10 0 0 36 2 0 162 535 7:00 AM 20 13 3 0 13 6 5 0 5 96 17 0 1 25 3 0 207 635 7:15 AM 34 24 4 0 20 12 0 0 2 103 14 0 3 38 4 0 258 791 7:30 AM 37 22 11 0 18 7 1 0 0 100 23 0 2 52 5 0 278 905 7:45 AM 28 25 5 0 14 8 1 0 2 86 32 0 3 57 4 0 265 1008 8:00 AM 14 14 4 0 22 8 3 0 1 94 22 0 1 46 8 0 237 1038 8:15 AM 18 24 7 0 14 13 2 0 0 81 16 0 3 62 7 0 247 1027 8:30 AM 23 13 1 0 11 8 1 0 5 87 23 0 2 32 2 0 208 957 8:45 AM 18 14 2 0 12 3 1 0 3 97 17 0 2 35 10 0 214 906 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 148 88 44 0 72 28 4 0 0 400 92 0 8 208 20 0 1112 Heavy Trucks 8 0 0 0 0 0 0 12 4 0 20 0 44 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 4 0 4 Scooters Comments: Report generated on 5/20/2024 12:07 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Bluff Creek Dr -- Pioneer Tr QC JOB #: QC JOB #: 16593802 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, May 16 2024 218 120 12 164 42 523 14 44 467 342 0.950.95 410 546 190 13 395 101 62 11 367 174 Peak-Hour: 3:30 PM -- 4:30 PMPeak-Hour: 3:30 PM -- 4:30 PM Peak 15-Min: 3:30 PM -- 3:45 PMPeak 15-Min: 3:30 PM -- 3:45 PM 3.7 3.3 8.3 2.4 7.1 1.3 7.1 6.8 1.7 3.2 1 3.8 4.7 7.7 4.1 2 0 18.2 3.8 2.3 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Bluff Creek Dr Bluff Creek Dr (Northbound)(Northbound) Bluff Creek Dr Bluff Creek Dr (Southbound)(Southbound) Pioneer TrPioneer Tr (Eastbound)(Eastbound) Pioneer TrPioneer Tr (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 3:00 PM 21 16 1 0 6 17 4 0 0 100 38 0 4 79 3 0 289 3:15 PM 24 15 2 0 8 14 2 0 2 90 32 0 3 104 4 0 300 3:30 PM 25 19 1 0 11 47 6 0 4 106 57 0 1 89 3 0 369 3:45 PM 25 21 4 0 13 27 3 0 3 73 41 0 7 109 18 0 344 1302 4:00 PM 18 13 3 0 10 54 2 0 4 87 49 0 2 101 12 0 355 1368 4:15 PM 33 9 3 0 8 36 1 0 3 76 43 0 3 111 11 0 337 1405 4:30 PM 25 3 4 0 8 39 1 0 1 89 37 0 6 88 10 0 311 1347 4:45 PM 29 9 3 0 4 18 7 0 1 67 39 0 6 89 5 0 277 1280 5:00 PM 24 7 4 0 6 26 3 0 4 73 26 0 4 130 18 0 325 12505:15 PM 24 8 1 0 6 19 5 0 3 73 27 0 4 116 10 0 296 1209 5:30 PM 30 8 5 0 4 13 3 0 2 82 19 0 3 98 5 0 272 1170 5:45 PM 16 8 4 0 2 7 2 0 3 78 33 0 2 81 7 0 243 1136 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 100 76 4 0 44 188 24 0 16 424 228 0 4 356 12 0 1476 Heavy Trucks 0 0 0 0 0 4 4 24 20 0 0 8 60 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 5/20/2024 12:07 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX B Information from the Minnesota Department of Transportation (MnDOT) Traffic Mapping Application Growth Rate Calculations PIONEER RIDGE RESIDENTIALPhone (702) 284-5300Fax (702) 284-53995725 West Badura Avenue, Suite 100Las Vegas, NV 89118FIGURE 1Phone (702) 284-5300Fax (702) 284-53995725 W. Badura Ave, Suite 100Las Vegas, NV 89118 Minnesota Department of Transportation This spreadsheet calculates average annual growth at the identified MNDOT count stations and then averages those growth rates to estimate the average annual growth rate for the study area. Study Area Average Annual Growth Rate (Average of all MNDOT Count Stations) Number of MNDOT Sequence #Growth rate calculations include only ID #1, #2, and #3 ID:ID: ID:ID: ID:ID: ID:ID: Location: Route:CSAH 14 1 MNDOT Sequence #:41952 2 MNDOT Sequence #: Projected Traffic Volumes Using Average Annual Growth Rate 2026 12,128 2026 3,904 2040 15,875 2040 Route:CSAH Route: 2024 11,670 Projected Traffic Volumes Using Average Annual Growth Rate 69945 E of CSAH 15 (Audubon Road) in Chaska Location:N of Pioneer Trail GROWTH RATE CALCULATIONS Project Name:PIONEER RIDGE Calculations by:AED Date:May 30, 2024 Route:MSAS 104 Project #:N: 0050930.00 3 1.5% 2.0%2017 10,200 2019 3,400 2019 10,600 2021 3,537 Year ADT Average Annual Growth 1.9% Year ADT Average Annual Growth 3 4 MNDOT Count Station: 5,148 2024 3,753 Carver Co. Comp. Plan 2040 Route:Route: Location:Power Boulevard at Pioneer Trail Location: Year ADT Average Annual Growth 0.6% Year ADT Average Annual Growth NA201510,200 2017 2040 11,700 2022 2024 10,716 Projected Traffic Volumes Using Average Annual Growth Rate 2024 NA Projected Traffic Volumes Using Average Annual Growth Rate 5 MNDOT Count Station:6 MNDOT Count Station: 2026 10,835 2027 NA 2040 11,700 2028 NA Location:Location: Year ADT Average Annual Growth NA Year ADT Average Annual Growth NA20192019 2022 2022 ADT Average Annual Growth2021 2024 NA Projected Traffic Volumes Using Average Annual Growth Rate 2024 NA Projected Traffic Volumes Using Average Annual Growth Rate 2027 NA 2027 NA 2028 NA 2028 NA 2022 Year ADT Average Annual Growth Projected Traffic Volumes Using Average Annual Growth Rate 2026 NA 2027 NA NA Year Route:Route: NA20192019 7 MNDOT Count Station:8 MNDOT Count Station: Location:Location: NA Projected Traffic Volumes Using Average Annual Growth Rate 2024 NA 2027 NA 2028 NA 2023 Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX C Project Trip Generation Pioneer Ridge ITE Trip Generation - 11th Edition Equation Type: T = Average Vehicle Trip Ends AM Peak Hour One hour between 7AM to 9AM (Adjacent Street) Ln(T)= Dwelling units Entering Exiting T= Entering*Exiting* *Rounding may occur in calculations PM Peak Hour One hour between 4PM to 6PM (Adjacent Street) Ln(T)= Dwelling units Entering Exiting T= Entering*Exiting* *Rounding may occur in calculations Weekday Daily Weekday Ln(T)=Dwelling units Entering Exiting T=Entering*Exiting* *Rounding may occur in calculations Pass-By Reduction AM AM PM PM AM AM PM PM *Rounding may occur in calculations *Rounding may occur in calculations TRIP GENERATION CALCULATIONS Project Name: Calculations by:AED Date:May 30, 2024 Project #:N0050930.00 Fitted Curve Single-Family Attached Housing Land Use Code:215 Variable (X):Dwelling units Number of (X):60 Directional Distribution: Trip Ends Per 31%69%0.91Ln(X)+0.12 47 Trip Ends 15 32 Directional Distribution: 57%43% 61 Trip Ends 35 26 0.94Ln(X)+0.27 Trip Ends Per Directional Distribution: Trip Ends Per 50%50%0.92Ln(X)+2.68 631 Trip Ends 315 315 Non Pass-By Trip End Percentage Pass-By Trip End Percentage Entering 0 Exiting 100%0% 100%0% Non Pass-By Trip Ends:Pass-By Trip Ends: 15 Entering 32 Exiting 0 0 Exiting35Entering26Exiting0Entering Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX D Synchro Capacity Analyses Lanes, Volumes, Timings Existing AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 74 35 5 113 85 24 5 383 91 9 193 21Future Volume (vph) 74 35 5 113 85 24 5 383 91 9 193 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.698 0.685 0.584 0.278Satd. Flow (perm) 1300 1863 1689 1276 1863 1583 1088 1863 1583 518 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 117 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 80 38 5 122 91 26 5 412 98 10 208 23Shared Lane Traffic (%)Lane Group Flow (vph) 80 38 5 122 91 26 5 412 98 10 208 23Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings Existing AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 9.5 24.1 24.1 9.5 24.1 24.1 9.5 26.4 26.4 9.5 26.3 26.3Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.0 29.4 29.4 40.8 32.5 32.5 27.7 24.524.5 27.9 24.6 24.6Actuated g/C Ratio 0.48 0.36 0.36 0.50 0.40 0.40 0.34 0.30 0.30 0.34 0.30 0.30v/c Ratio 0.12 0.06 0.01 0.18 0.12 0.04 0.01 0.73 0.18 0.04 0.37 0.04Control Delay (s/veh) 12.1 21.3 0.0 12.3 20.9 0.1 15.8 34.24.0 16.1 24.4 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.1 21.3 0.0 12.3 20.9 0.1 15.8 34.2 4.0 16.1 24.4 0.1LOS B C A B C A B C A B C AApproach Delay (s/veh) 14.4 14.2 28.3 21.8Approach LOS B B C CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 81Natural Cycle: 70Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.73Intersection Signal Delay (s/veh): 22.3 Intersection LOS: CIntersection Capacity Utilization 44.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr QueuesExisting AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 80 38 5 122 91 26 5 412 98 10 208 23v/c Ratio 0.12 0.06 0.01 0.18 0.12 0.04 0.01 0.73 0.18 0.04 0.37 0.04Control Delay (s/veh) 12.1 21.3 0.0 12.3 20.9 0.1 15.8 34.24.0 16.1 24.4 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.1 21.3 0.0 12.3 20.9 0.1 15.8 34.2 4.0 16.1 24.4 0.1Queue Length 50th (ft) 15 11 0 24 26 0 2 175 0 3 78 0Queue Length 95th (ft) 59 44 0 84 87 0 8 329 26 13 158 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 743 676 690 733 746 706 473 904 828 353 906 830Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.11 0.06 0.01 0.17 0.12 0.04 0.01 0.46 0.12 0.03 0.23 0.03Intersection Summary HCM 7th Signalized Intersection Summary Existing AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 74 35 5 113 85 24 5 383 91 9 193 21Future Volume (veh/h) 74 35 5 113 85 24 5 383 91 9 193 21Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 80 38 5 122 91 26 5 412 98 10 208 23Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 654 712 627 709 738 625 312 497 421 169 506 428Arrive On Green 0.05 0.38 0.38 0.06 0.39 0.39 0.01 0.27 0.270.01 0.27 0.27Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 80 38 5 122 91 26 5 412 98 10 208 23Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 2.0 1.0 0.1 3.1 2.4 0.8 0.2 15.8 3.7 0.3 6.9 0.8Cycle Q Clear(g_c), s 2.0 1.0 0.1 3.1 2.4 0.8 0.2 15.8 3.7 0.3 6.9 0.8Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 654 712 627 709 738 625 312 497 421 169 506 428V/C Ratio(X) 0.12 0.05 0.01 0.17 0.12 0.04 0.02 0.83 0.23 0.06 0.41 0.05Avail Cap(c_a), veh/h 811 712 627 842 738 625 554 951 806 402953 808HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 12.7 14.9 14.6 12.6 14.6 14.2 20.5 26.3 21.8 21.6 22.8 20.5Incr Delay (d2), s/veh 0.1 0.1 0.0 0.1 0.3 0.1 0.0 3.6 0.3 0.1 0.5 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 1.4 0.7 0.1 2.1 1.8 0.5 0.1 10.9 2.4 0.2 5.0 0.5Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 12.8 15.0 14.6 12.7 15.0 14.3 20.5 29.9 22.1 21.7 23.3 20.6LnGrp LOS B B B B B B C C C C C CApproach Vol, veh/h 123 239 515 241Approach Delay, s/veh 13.6 13.8 28.3 23.0Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.1 26.6 9.3 35.0 4.7 26.9 8.3 36.1Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.3 17.8 5.1 3.0 2.2 8.9 4.0 4.4Green Ext Time (p_c), s 0.0 2.4 0.1 0.1 0.0 1.1 0.1 0.5Intersection SummaryHCM 7th Control Delay, s/veh 22.4HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings Existing AM 7: Bluff Creek Dr06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 0 0 111 0 0 114Future Volume (vph) 0 0 111 0 0 114Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 1863 1863 1863 1863 1863 1863Flt PermittedSatd. Flow (perm) 1863 1863 1863 1863 1863 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 0 0 119 0 0 123Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 119 0 0 123Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 9.3% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC Existing AM 7: Bluff Creek Dr06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 0 111 0 0 114Future Vol, veh/h 0 0 111 0 0 114Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 93 93 93 93 93 93Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 119 0 0 123Major/Minor Minor1 Major1 Major2Conflicting Flow All 242 119 0 0 119 0 Stage 1 119 - - - - - Stage 2 123 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 746 932 - - 1469 - Stage 1 906 - - - - - Stage 2 903 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 746 932 - - 1469 -Mov Cap-2 Maneuver 746 - - - - - Stage 1 906 - - - - - Stage 2 903 - - - - -Approach WB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - - - 1469 -HCM Lane V/C Ratio - - - - - -HCM Control Delay (s/veh) - - 0 0 0 -HCM Lane LOS - - A A A -HCM 95th %tile Q(veh) - - - - 0 - Lanes, Volumes, Timings Existing AM9: Pioneer Trail06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 481 223 0 0 0Future Volume (vph) 0 481 223 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 0 1863 1863 1863 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1863 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 0 517 240 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 517 240 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 28.6% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC Existing AM9: Pioneer Trail06/13/2024Existing AM 10:39 am 06/06/2024 Baseline AM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 481 223 0 0 0Future Vol, veh/h 0 481 223 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 93 93 93 93 93 93Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 517 240 0 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 240 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 799 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 799Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings Existing PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 42 164 12 101 62 11 14 342 190 13 410 44Future Volume (vph) 42 164 12 101 62 11 14 342 190 13 410 44Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.715 0.594 0.250 0.398Satd. Flow (perm) 1332 1863 1689 1106 1863 1583 466 1863 1583 741 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 200 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 44 173 13 106 65 12 15 360 200 14 432 46Shared Lane Traffic (%)Lane Group Flow (vph) 44 173 13 106 65 12 15 360 200 14 432 46Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings Existing PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 10.0 24.1 24.1 10.0 24.1 24.1 10.0 26.5 26.5 10.0 26.5 26.5Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 37.4 30.0 30.0 40.3 33.7 33.7 31.1 27.727.7 30.3 26.0 26.0Actuated g/C Ratio 0.45 0.36 0.36 0.49 0.41 0.41 0.38 0.34 0.34 0.37 0.32 0.32v/c Ratio 0.07 0.26 0.02 0.17 0.09 0.02 0.05 0.58 0.30 0.04 0.74 0.08Control Delay (s/veh) 14.2 24.5 0.1 14.4 21.8 0.0 15.5 27.34.5 15.3 34.9 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.2 24.5 0.1 14.4 21.8 0.0 15.5 27.3 4.5 15.3 34.9 0.3LOS B C A B C A B C A B C AApproach Delay (s/veh) 21.1 16.1 19.1 31.1Approach LOS C B B CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 82.4Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.74Intersection Signal Delay (s/veh): 23.0 Intersection LOS: CIntersection Capacity Utilization 49.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr QueuesExisting PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 44 173 13 106 65 12 15 360 200 14 432 46v/c Ratio 0.07 0.26 0.02 0.17 0.09 0.02 0.05 0.58 0.30 0.04 0.74 0.08Control Delay (s/veh) 14.2 24.5 0.1 14.4 21.8 0.0 15.5 27.34.5 15.3 34.9 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.2 24.5 0.1 14.4 21.8 0.0 15.5 27.3 4.5 15.3 34.9 0.3Queue Length 50th (ft) 8 54 0 21 19 0 5 147 0 4 185 0Queue Length 95th (ft) 38 155 0 78 66 0 16 281 46 15 350 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 711 678 691 639 761 718 356 915 879 427 909 832Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.06 0.26 0.02 0.17 0.09 0.02 0.04 0.39 0.23 0.03 0.48 0.06Intersection Summary HCM 7th Signalized Intersection Summary Existing PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 42 164 12 101 62 11 14 342 190 13 410 44Future Volume (veh/h) 42 164 12 101 62 11 14 342 190 13 410 44Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 44 173 13 106 65 12 15 360 200 14 432 46Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 659 701 618 569 743 630 177 517 438 212 513 435Arrive On Green 0.04 0.37 0.37 0.06 0.40 0.40 0.02 0.28 0.280.02 0.27 0.27Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 44 173 13 106 65 12 15 360 200 14 432 46Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 1.1 4.9 0.4 2.8 1.7 0.4 0.5 13.3 8.1 0.4 16.8 1.7Cycle Q Clear(g_c), s 1.1 4.9 0.4 2.8 1.7 0.4 0.5 13.3 8.1 0.4 16.8 1.7Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 659 701 618 569 743 630 177 517 438 212 513 435V/C Ratio(X) 0.07 0.25 0.02 0.19 0.09 0.02 0.08 0.70 0.46 0.07 0.84 0.11Avail Cap(c_a), veh/h 838 701 618 708 743 630 395 936 793 434939 795HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 13.6 16.6 15.2 13.4 14.5 14.1 21.3 25.0 23.1 20.7 26.4 20.9Incr Delay (d2), s/veh 0.0 0.8 0.1 0.2 0.2 0.1 0.2 1.7 0.7 0.1 3.8 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 0.8 3.8 0.3 1.9 1.3 0.2 0.3 9.3 5.30.3 11.5 1.1Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 13.6 17.4 15.3 13.5 14.7 14.2 21.5 26.7 23.8 20.8 30.2 21.0LnGrp LOS B B B B B B C C C C C CApproach Vol, veh/h 230 183 575 492Approach Delay, s/veh 16.6 14.0 25.6 29.1Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.4 27.7 9.0 35.0 5.6 27.6 7.3 36.7Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.4 15.3 4.8 6.9 2.5 18.8 3.13.7Green Ext Time (p_c), s 0.0 2.5 0.1 0.9 0.0 2.3 0.0 0.3Intersection SummaryHCM 7th Control Delay, s/veh 23.9HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings Existing PM 7: Bluff Creek Dr06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 0 0 120 0 0 218Future Volume (vph) 0 0 120 0 0 218Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 1863 1863 1863 1863 1863 1863Flt PermittedSatd. Flow (perm) 1863 1863 1863 1863 1863 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 0 126 0 0 229Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 126 0 0 229Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.8% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC Existing PM 7: Bluff Creek Dr06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 0 120 0 0 218Future Vol, veh/h 0 0 120 0 0 218Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 95 95 95 95 95 95Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 126 0 0 229Major/Minor Minor1 Major1 Major2Conflicting Flow All 356 126 0 0 126 0 Stage 1 126 - - - - - Stage 2 229 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 642 924 - - 1460 - Stage 1 899 - - - - - Stage 2 809 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 642 924 - - 1460 -Mov Cap-2 Maneuver 642 - - - - - Stage 1 899 - - - - - Stage 2 809 - - - - -Approach WB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - - - 1460 -HCM Lane V/C Ratio - - - - - -HCM Control Delay (s/veh) - - 0 0 0 -HCM Lane LOS - - A A A -HCM 95th %tile Q(veh) - - - - 0 - Lanes, Volumes, Timings Existing PM9: Pioneer Trail06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 395 467 0 0 0Future Volume (vph) 0 395 467 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 0 1863 1863 1863 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1863 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 416 492 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 416 492 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 27.9% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC Existing PM9: Pioneer Trail06/13/2024Existing PM 11:00 am 06/07/2024 Baseline PM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 395 467 0 0 0Future Vol, veh/h 0 395 467 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 95 95 95 95 95 95Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 416 492 0 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 492 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 577 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 577Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2026 Background (No Build) AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 76 36 5 116 88 25 5 395 94 9 199 22Future Volume (vph) 78 37 5 120 91 26 5 407 97 9 205 23Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.693 0.682 0.561 0.245Satd. Flow (perm) 1291 1863 1689 1270 1863 1583 1045 1863 1583 456 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 117 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 85 40 5 130 99 28 5 442 105 10 223 25Shared Lane Traffic (%)Lane Group Flow (vph) 85 40 5 130 99 28 5 442 105 10 223 25Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2026 Background (No Build) AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 9.5 24.1 24.1 9.5 24.1 24.1 9.5 26.4 26.4 9.5 26.3 26.3Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.1 29.5 29.5 41.1 32.6 32.6 28.8 25.625.6 29.0 25.7 25.7Actuated g/C Ratio 0.48 0.36 0.36 0.50 0.40 0.40 0.35 0.31 0.31 0.35 0.31 0.31v/c Ratio 0.13 0.06 0.01 0.19 0.13 0.04 0.01 0.76 0.18 0.04 0.38 0.04Control Delay (s/veh) 12.8 22.2 0.0 13.0 21.7 0.1 15.6 35.54.4 15.9 24.4 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.8 22.2 0.0 13.0 21.7 0.1 15.6 35.5 4.4 15.9 24.4 0.1LOS B C A B C A B D A B C AApproach Delay (s/veh) 15.2 15.0 29.4 21.7Approach LOS B B C CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 82.3Natural Cycle: 70Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.76Intersection Signal Delay (s/veh): 23.1 Intersection LOS: CIntersection Capacity Utilization 45.6% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2026 Background (No Build) AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 85 40 5 130 99 28 5 442 105 10 223 25v/c Ratio 0.13 0.06 0.01 0.19 0.13 0.04 0.01 0.76 0.18 0.04 0.38 0.04Control Delay (s/veh) 12.8 22.2 0.0 13.0 21.7 0.1 15.6 35.54.4 15.9 24.4 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.8 22.2 0.0 13.0 21.7 0.1 15.6 35.5 4.4 15.9 24.4 0.1Queue Length 50th (ft) 17 12 0 27 30 0 2 194 0 3 85 0Queue Length 95th (ft) 64 47 0 93 96 0 8 357 29 12 168 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 729 666 681 721 737 699 471 890 817 341 893 820Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.12 0.06 0.01 0.18 0.13 0.04 0.01 0.50 0.13 0.03 0.25 0.03Intersection Summary HCM 7th Signalized Intersection Summary 2026 Background (No Build) AM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 76 36 5 116 88 25 5 395 94 9 199 22Future Volume (veh/h) 78 37 5 120 91 26 5 407 97 9 205 23Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 85 40 5 130 99 28 5 442 105 10 223 25Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 633 691 609 696 723 613 318 526 445 165 534 453Arrive On Green 0.05 0.37 0.37 0.07 0.39 0.39 0.01 0.28 0.280.01 0.29 0.29Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 85 40 5 130 99 28 5 442 105 10 223 25Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 2.3 1.1 0.2 3.5 2.7 0.9 0.2 17.4 4.0 0.3 7.6 0.9Cycle Q Clear(g_c), s 2.3 1.1 0.2 3.5 2.7 0.9 0.2 17.4 4.0 0.3 7.6 0.9Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 633 691 609 696 723 613 318 526 445 165 534 453V/C Ratio(X) 0.13 0.06 0.01 0.19 0.14 0.05 0.02 0.84 0.24 0.06 0.42 0.06Avail Cap(c_a), veh/h 783 691 609 815 723 613 552 923 782 391925 784HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 13.7 15.9 15.6 13.4 15.5 15.0 20.2 26.5 21.7 21.6 22.7 20.3Incr Delay (d2), s/veh 0.1 0.2 0.0 0.1 0.4 0.1 0.0 3.7 0.3 0.2 0.5 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 1.5 0.8 0.1 2.3 2.1 0.6 0.1 11.9 2.6 0.2 5.5 0.6Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 13.8 16.0 15.6 13.5 15.9 15.1 20.3 30.2 21.9 21.7 23.2 20.3LnGrp LOS B B B B B B C C C C C CApproach Vol, veh/h 130 257 552 258Approach Delay, s/veh 14.5 14.6 28.5 22.8Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.1 28.4 9.8 35.0 4.7 28.7 8.4 36.3Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.3 19.4 5.5 3.1 2.2 9.6 4.3 4.7Green Ext Time (p_c), s 0.0 2.6 0.1 0.1 0.0 1.2 0.1 0.5Intersection SummaryHCM 7th Control Delay, s/veh 22.8HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2026 Background (No Build) AM 7: Bluff Creek Dr06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 0 0 114 0 0 117Future Volume (vph) 0 0 117 0 0 121Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 1863 1863 1863 1863 1863 1863Flt PermittedSatd. Flow (perm) 1863 1863 1863 1863 1863 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 127 0 0 132Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 127 0 0 132Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 9.5% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Background (No Build) AM 7: Bluff Creek Dr06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 0 114 0 0 117Future Vol, veh/h 0 0 117 0 0 121Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 127 0 0 132Major/Minor Minor1 Major1 Major2Conflicting Flow All 259 127 0 0 127 0 Stage 1 127 - - - - - Stage 2 132 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 730 923 - - 1459 - Stage 1 899 - - - - - Stage 2 895 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 730 923 - - 1459 -Mov Cap-2 Maneuver 730 - - - - - Stage 1 899 - - - - - Stage 2 895 - - - - -Approach WB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - - - 1459 -HCM Lane V/C Ratio - - - - - -HCM Control Delay (s/veh) - - 0 0 0 -HCM Lane LOS - - A A A -HCM 95th %tile Q(veh) - - - - 0 - Lanes, Volumes, Timings 2026 Background (No Build) AM9: Pioneer Trail06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 495 230 0 0 0Future Volume (vph) 0 510 237 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 0 1863 1863 1863 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1863 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 554 258 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 554 258 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 29.4% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Background (No Build) AM9: Pioneer Trail06/13/20242026 Background (No Build) AM 2:18 pm 06/12/2024 2026 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 495 230 0 0 0Future Vol, veh/h 0 510 237 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 554 258 0 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 258 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 781 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 781Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2026 Background (No Build) PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 43 169 12 104 64 11 14 352 196 13 422 45Future Volume (vph) 44 174 12 107 66 11 14 363 202 13 435 46Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.710 0.570 0.212 0.355Satd. Flow (perm) 1323 1863 1689 1062 1863 1583 395 1863 1583 661 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 220 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 48 189 13 116 72 11 15 395 220 14 473 50Shared Lane Traffic (%)Lane Group Flow (vph) 48 189 13 116 72 11 15 395 220 14 473 50Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2026 Background (No Build) PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 10.0 24.1 24.1 10.0 24.1 24.1 10.0 26.5 26.5 10.0 26.5 26.5Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 37.6 30.1 30.1 40.7 33.9 33.9 32.6 29.229.2 31.9 27.5 27.5Actuated g/C Ratio 0.45 0.36 0.36 0.48 0.40 0.40 0.39 0.35 0.35 0.38 0.33 0.33v/c Ratio 0.08 0.28 0.02 0.20 0.10 0.02 0.06 0.61 0.32 0.04 0.78 0.08Control Delay (s/veh) 14.9 25.8 0.1 15.3 22.8 0.0 15.4 28.04.3 15.1 36.8 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.9 25.8 0.1 15.3 22.8 0.0 15.4 28.0 4.3 15.1 36.8 0.3LOS B C A B C A B C A B D AApproach Delay (s/veh) 22.4 17.2 19.5 32.8Approach LOS C B B CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 84.3Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.78Intersection Signal Delay (s/veh): 24.1 Intersection LOS: CIntersection Capacity Utilization 51.0% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2026 Background (No Build) PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 48 189 13 116 72 11 15 395 220 14 473 50v/c Ratio 0.08 0.28 0.02 0.20 0.10 0.02 0.06 0.61 0.32 0.04 0.78 0.08Control Delay (s/veh) 14.9 25.8 0.1 15.3 22.8 0.0 15.4 28.04.3 15.1 36.8 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.9 25.8 0.1 15.3 22.8 0.0 15.4 28.0 4.3 15.1 36.8 0.3Queue Length 50th (ft) 10 64 0 25 22 0 5 166 0 4 210 0Queue Length 95th (ft) 41 169 0 84 72 0 16 312 48 15 390 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 694 665 680 611 748 708 339 915 889 410 891 818Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.07 0.28 0.02 0.19 0.10 0.02 0.04 0.43 0.25 0.03 0.53 0.06Intersection Summary HCM 7th Signalized Intersection Summary 2026 Background (No Build) PM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 43 169 12 104 64 11 14 352 196 13 422 45Future Volume (veh/h) 44 174 12 107 66 11 14 363 202 13 435 46Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 48 189 13 116 72 11 15 395 220 14 473 50Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 637 675 595 541 720 611 171 556 471 208 552 468Arrive On Green 0.04 0.36 0.36 0.06 0.39 0.39 0.02 0.30 0.300.02 0.30 0.30Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 48 189 13 116 72 11 15 395 220 14 473 50Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 1.3 5.8 0.4 3.2 2.0 0.3 0.5 15.1 9.1 0.4 19.1 1.8Cycle Q Clear(g_c), s 1.3 5.8 0.4 3.2 2.0 0.3 0.5 15.1 9.1 0.4 19.1 1.8Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 637 675 595 541 720 611 171 556 471 208 552 468V/C Ratio(X) 0.08 0.28 0.02 0.21 0.10 0.02 0.09 0.71 0.47 0.07 0.86 0.11Avail Cap(c_a), veh/h 804 675 595 665 720 611 380 902 764 421904 766HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 14.7 18.2 16.5 14.5 15.7 15.2 21.4 25.1 23.0 20.5 26.6 20.5Incr Delay (d2), s/veh 0.0 1.0 0.1 0.2 0.3 0.1 0.2 1.7 0.7 0.1 4.6 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 0.9 4.5 0.3 2.2 1.5 0.2 0.3 10.3 5.9 0.3 13.0 1.2Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 14.8 19.2 16.6 14.7 16.0 15.3 21.6 26.7 23.7 20.7 31.2 20.6LnGrp LOS B B B B B B C C C C C CApproach Vol, veh/h 250 199 630 537Approach Delay, s/veh 18.2 15.2 25.6 30.0Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.4 30.2 9.4 35.0 5.6 30.0 7.5 36.9Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.4 17.1 5.2 7.8 2.5 21.1 3.34.0Green Ext Time (p_c), s 0.0 2.8 0.1 1.0 0.0 2.5 0.0 0.3Intersection SummaryHCM 7th Control Delay, s/veh 24.6HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2026 Background (No Build) PM 7: Bluff Creek Dr06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 0 0 120 0 0 218Future Volume (vph) 0 0 124 0 0 225Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 1863 1863 1863 1863 1863 1863Flt PermittedSatd. Flow (perm) 1863 1863 1863 1863 1863 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 135 0 0 245Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 135 0 0 245Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.8% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Background (No Build) PM 7: Bluff Creek Dr06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 0 120 0 0 218Future Vol, veh/h 0 0 124 0 0 225Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 135 0 0 245Major/Minor Minor1 Major1 Major2Conflicting Flow All 379 135 0 0 135 0 Stage 1 135 - - - - - Stage 2 245 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 623 914 - - 1450 - Stage 1 892 - - - - - Stage 2 796 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 623 914 - - 1450 -Mov Cap-2 Maneuver 623 - - - - - Stage 1 892 - - - - - Stage 2 796 - - - - -Approach WB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - - - 1450 -HCM Lane V/C Ratio - - - - - -HCM Control Delay (s/veh) - - 0 0 0 -HCM Lane LOS - - A A A -HCM 95th %tile Q(veh) - - - - 0 - Lanes, Volumes, Timings 2026 Background (No Build) PM9: Pioneer Trail06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 395 467 0 0 0Future Volume (vph) 0 407 481 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 0 1863 1863 1863 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1863 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 442 523 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 442 523 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 27.9% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Background (No Build) PM9: Pioneer Trail06/13/20242026 Background (No Build) PM 8:38 am 06/13/2024 2026 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 395 467 0 0 0Future Vol, veh/h 0 407 481 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 442 523 0 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 523 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 554 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 554Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2040 Background (No Build) AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 94 44 6 143 108 30 6 486 115 11 245 27Future Volume (vph) 94 44 6 143 108 30 6 486 115 11 245 27Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.682 0.670 0.508 0.166Satd. Flow (perm) 1270 1863 1689 1248 1863 1583 946 1863 1583 309 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 119 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 102 48 7 155 117 33 7 528 125 12 266 29Shared Lane Traffic (%)Lane Group Flow (vph) 102 48 7 155 117 33 7 528 125 12 266 29Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2040 Background (No Build) AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 9.5 24.1 24.1 9.5 24.1 24.1 9.5 26.4 26.4 9.5 26.3 26.3Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.6 29.4 29.4 41.8 32.8 32.8 32.8 29.529.5 32.9 29.6 29.6Actuated g/C Ratio 0.46 0.34 0.34 0.48 0.38 0.38 0.38 0.34 0.34 0.38 0.34 0.34v/c Ratio 0.16 0.08 0.01 0.24 0.17 0.05 0.02 0.84 0.20 0.06 0.42 0.05Control Delay (s/veh) 14.3 24.3 0.0 14.8 23.9 0.1 15.2 39.75.6 15.7 24.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.3 24.3 0.0 14.8 23.9 0.1 15.2 39.7 5.6 15.7 24.5 0.1LOS B C A B C A B D A B C AApproach Delay (s/veh) 16.7 16.7 32.9 21.8Approach LOS B B C CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 86.9Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.84Intersection Signal Delay (s/veh): 25.3 Intersection LOS: CIntersection Capacity Utilization 51.4% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2040 Background (No Build) AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 102 48 7 155 117 33 7 528 125 12 266 29v/c Ratio 0.16 0.08 0.01 0.24 0.17 0.05 0.02 0.84 0.20 0.06 0.42 0.05Control Delay (s/veh) 14.3 24.3 0.0 14.8 23.9 0.1 15.2 39.75.6 15.7 24.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.3 24.3 0.0 14.8 23.9 0.1 15.2 39.7 5.6 15.7 24.5 0.1Queue Length 50th (ft) 26 17 0 42 43 0 2 252 2 4 106 0Queue Length 95th (ft) 75 54 0 109 110 0 10 448 41 14 202 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 681 630 650 676 703 672 468 841 780 305 844 781Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.15 0.08 0.01 0.23 0.17 0.05 0.01 0.63 0.16 0.04 0.32 0.04Intersection Summary HCM 7th Signalized Intersection Summary 2040 Background (No Build) AM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 94 44 6 143 108 30 6 486 115 11 245 27Future Volume (veh/h) 94 44 6 143 108 30 6 486 115 11 245 27Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 102 48 7 155 117 33 7 528 125 12 266 29Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 581 631 556 656 680 576 334 604 512 154 612 519Arrive On Green 0.06 0.34 0.34 0.08 0.36 0.36 0.01 0.32 0.320.01 0.33 0.33Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 102 48 7 155 117 33 7 528 125 12 266 29Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 3.2 1.5 0.2 4.8 3.6 1.2 0.2 22.8 5.0 0.4 9.5 1.1Cycle Q Clear(g_c), s 3.2 1.5 0.2 4.8 3.6 1.2 0.2 22.8 5.0 0.4 9.5 1.1Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 581 631 556 656 680 576 334 604 512 154 612 519V/C Ratio(X) 0.18 0.08 0.01 0.24 0.17 0.06 0.02 0.87 0.24 0.08 0.43 0.06Avail Cap(c_a), veh/h 706 631 556 734 680 576 543 843 715 355845 717HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 16.7 19.3 18.9 16.0 18.5 17.7 19.7 27.3 21.3 22.0 22.6 19.7Incr Delay (d2), s/veh 0.1 0.2 0.0 0.2 0.5 0.2 0.0 7.5 0.2 0.2 0.5 0.0Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 2.2 1.2 0.2 3.3 2.9 0.8 0.2 15.6 3.2 0.3 6.9 0.7Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 16.9 19.5 18.9 16.2 19.0 17.9 19.7 34.9 21.5 22.2 23.1 19.8LnGrp LOS B B B B B B B C C C C BApproach Vol, veh/h 157 305 660 307Approach Delay, s/veh 17.8 17.5 32.2 22.7Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.3 34.1 11.2 35.0 5.0 34.4 9.0 37.2Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.4 24.8 6.8 3.5 2.2 11.5 5.25.6Green Ext Time (p_c), s 0.0 2.9 0.1 0.2 0.0 1.4 0.1 0.6Intersection SummaryHCM 7th Control Delay, s/veh 25.4HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2040 Background (No Build) AM 7: Bluff Creek Dr06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 0 0 141 0 0 145Future Volume (vph) 0 0 141 0 0 145Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 1863 1863 1863 1863 1863 1863Flt PermittedSatd. Flow (perm) 1863 1863 1863 1863 1863 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 153 0 0 158Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 153 0 0 158Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 11.0% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Background (No Build) AM 7: Bluff Creek Dr06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 0 141 0 0 145Future Vol, veh/h 0 0 141 0 0 145Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 153 0 0 158Major/Minor Minor1 Major1 Major2Conflicting Flow All 311 153 0 0 153 0 Stage 1 153 - - - - - Stage 2 158 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 682 893 - - 1427 - Stage 1 875 - - - - - Stage 2 871 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 682 893 - - 1427 -Mov Cap-2 Maneuver 682 - - - - - Stage 1 875 - - - - - Stage 2 871 - - - - -Approach WB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - - - 1427 -HCM Lane V/C Ratio - - - - - -HCM Control Delay (s/veh) - - 0 0 0 -HCM Lane LOS - - A A A -HCM 95th %tile Q(veh) - - - - 0 - Lanes, Volumes, Timings 2040 Background (No Build) AM9: Pioneer Trail06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 610 283 0 0 0Future Volume (vph) 0 610 283 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 0 1863 1863 1863 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1863 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 663 308 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 663 308 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 35.4% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Background (No Build) AM9: Pioneer Trail06/14/20242040 Background (No Build) AM 3:48 pm 06/14/2024 2040 Background (No Build) AM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 610 283 0 0 0Future Vol, veh/h 0 610 283 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 663 308 0 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 308 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 732 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 732Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2040 Background (No Build) PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 53 208 15 128 79 14 18 434 241 16 520 56Future Volume (vph) 53 208 15 128 79 14 18 434 241 16 520 56Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.701 0.502 0.132 0.248Satd. Flow (perm) 1306 1863 1689 935 1863 1583 246 1863 1583462 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 262 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 58 226 16 139 86 14 20 472 262 17 565 61Shared Lane Traffic (%)Lane Group Flow (vph) 58 226 16 139 86 14 20 472 262 17 565 61Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2040 Background (No Build) PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 10.0 24.1 24.1 10.0 24.1 24.1 10.0 26.5 26.5 10.0 26.5 26.5Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 38.8 29.5 29.5 42.6 33.7 33.7 36.3 31.731.7 36.3 31.7 31.7Actuated g/C Ratio 0.43 0.32 0.32 0.47 0.37 0.37 0.40 0.35 0.35 0.40 0.35 0.35v/c Ratio 0.10 0.37 0.03 0.27 0.12 0.02 0.10 0.73 0.36 0.06 0.87 0.10Control Delay (s/veh) 16.3 29.2 0.1 17.2 25.5 0.1 15.7 33.94.5 15.0 43.9 0.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 16.3 29.2 0.1 17.2 25.5 0.1 15.7 33.9 4.5 15.0 43.9 0.4LOS B C A B C A B C A B D AApproach Delay (s/veh) 25.2 19.2 23.2 39.0Approach LOS C B C DIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 91.1Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.87Intersection Signal Delay (s/veh): 28.3 Intersection LOS: CIntersection Capacity Utilization 59.5% ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2040 Background (No Build) PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 58 226 16 139 86 14 20 472 262 17 565 61v/c Ratio 0.10 0.37 0.03 0.27 0.12 0.02 0.10 0.73 0.36 0.06 0.87 0.10Control Delay (s/veh) 16.3 29.2 0.1 17.2 25.5 0.1 15.7 33.94.5 15.0 43.9 0.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 16.3 29.2 0.1 17.2 25.5 0.1 15.7 33.9 4.5 15.0 43.9 0.4Queue Length 50th (ft) 16 96 0 40 32 0 7 216 0 6 276 0Queue Length 95th (ft) 48 201 0 99 84 0 20 389 52 17 #533 2Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 664 603 627 544 689 661 285 806 834 350 807 752Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.09 0.37 0.03 0.26 0.12 0.02 0.07 0.59 0.31 0.05 0.70 0.08Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 7th Signalized Intersection Summary 2040 Background (No Build) PM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 53 208 15 128 79 14 18 434 241 16 520 56Future Volume (veh/h) 53 208 15 128 79 14 18 434 241 16 520 56Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 58 226 16 139 86 14 20 472 262 17 565 61Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 582 612 540 477 673 570 163 641 543 203 633 537Arrive On Green 0.04 0.33 0.33 0.07 0.36 0.36 0.02 0.34 0.340.02 0.34 0.34Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 58 226 16 139 86 14 20 472 262 17 565 61Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 1.9 8.2 0.6 4.5 2.7 0.5 0.6 19.6 11.5 0.5 25.32.3Cycle Q Clear(g_c), s 1.9 8.2 0.6 4.5 2.7 0.5 0.6 19.6 11.5 0.5 25.3 2.3Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 582 612 540 477 673 570 163 641 543 203 633 537V/C Ratio(X) 0.10 0.37 0.03 0.29 0.13 0.02 0.12 0.74 0.48 0.08 0.89 0.11Avail Cap(c_a), veh/h 723 612 540 561 673 570 341 818 693 389820 695HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 18.1 22.7 20.2 17.5 19.0 18.3 22.0 25.5 22.9 20.5 27.7 20.1Incr Delay (d2), s/veh 0.1 1.7 0.1 0.3 0.4 0.1 0.3 2.6 0.7 0.2 10.0 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 1.3 6.7 0.4 3.2 2.2 0.3 0.5 13.0 7.5 0.4 17.4 1.5Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 18.2 24.4 20.3 17.9 19.4 18.3 22.3 28.1 23.5 20.7 37.6 20.2LnGrp LOS B C C B B B C C C C D CApproach Vol, veh/h 300 239 754 643Approach Delay, s/veh 23.0 18.4 26.4 35.5Approach LOS C B C DTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.8 36.6 10.9 35.0 6.1 36.3 8.0 37.9Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.5 21.6 6.5 10.2 2.6 27.3 3.9 4.7Green Ext Time (p_c), s 0.0 3.2 0.1 1.2 0.0 2.6 0.0 0.4Intersection SummaryHCM 7th Control Delay, s/veh 27.9HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2040 Background (No Build) PM 7: Bluff Creek Dr06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 0 0 152 0 0 275Future Volume (vph) 0 0 152 0 0 275Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 1863 1863 1863 1863 1863 1863Flt PermittedSatd. Flow (perm) 1863 1863 1863 1863 1863 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 165 0 0 299Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 165 0 0 299Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.8% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Background (No Build) PM 7: Bluff Creek Dr06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 0 152 0 0 275Future Vol, veh/h 0 0 152 0 0 275Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 165 0 0 299Major/Minor Minor1 Major1 Major2Conflicting Flow All 464 165 0 0 165 0 Stage 1 165 - - - - - Stage 2 299 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 556 879 - - 1413 - Stage 1 864 - - - - - Stage 2 752 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 556 879 - - 1413 -Mov Cap-2 Maneuver 556 - - - - - Stage 1 864 - - - - - Stage 2 752 - - - - -Approach WB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - - - 1413 -HCM Lane V/C Ratio - - - - - -HCM Control Delay (s/veh) - - 0 0 0 -HCM Lane LOS - - A A A -HCM 95th %tile Q(veh) - - - - 0 - Lanes, Volumes, Timings 2040 Background (No Build) PM9: Pioneer Trail06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 501 592 0 0 0Future Volume (vph) 0 501 592 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00FrtFlt ProtectedSatd. Flow (prot) 0 1863 1863 1863 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1863 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 545 643 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 545 643 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.5% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Background (No Build) PM9: Pioneer Trail06/14/20242040 Background (No Build) PM 3:49 pm 06/14/2024 2040 Background (No Build) PM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 501 592 0 0 0Future Vol, veh/h 0 501 592 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 545 643 0 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 643 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 473 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 473Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2026 Buildout AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 86 46 7 116 92 25 6 395 94 9 199 22Future Volume (vph) 89 47 7 120 95 26 6 407 97 9 205 23Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.690 0.679 0.561 0.245Satd. Flow (perm) 1285 1863 1689 1265 1863 1583 1045 1863 1583 456 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 117 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 97 51 8 130 103 28 7 442 105 10 223 25Shared Lane Traffic (%)Lane Group Flow (vph) 97 51 8 130 103 28 7 442 105 10 223 25Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2026 Buildout AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 9.5 24.1 24.1 9.5 24.1 24.1 9.5 26.4 26.4 9.5 26.3 26.3Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.3 29.5 29.5 40.9 32.4 32.4 28.8 25.625.6 29.0 25.7 25.7Actuated g/C Ratio 0.48 0.36 0.36 0.50 0.39 0.39 0.35 0.31 0.31 0.35 0.31 0.31v/c Ratio 0.15 0.08 0.01 0.19 0.14 0.04 0.02 0.76 0.18 0.04 0.38 0.04Control Delay (s/veh) 12.8 22.1 0.0 13.0 21.8 0.1 15.7 35.54.4 15.9 24.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.8 22.1 0.0 13.0 21.8 0.1 15.7 35.5 4.4 15.9 24.5 0.1LOS B C A B C A B D A B C AApproach Delay (s/veh) 15.2 15.1 29.3 21.8Approach LOS B B C CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 82.3Natural Cycle: 70Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.76Intersection Signal Delay (s/veh): 22.9 Intersection LOS: CIntersection Capacity Utilization 46.1% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2026 Buildout AM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 97 51 8 130 103 28 7 442 105 10 223 25v/c Ratio 0.15 0.08 0.01 0.19 0.14 0.04 0.02 0.76 0.18 0.04 0.38 0.04Control Delay (s/veh) 12.8 22.1 0.0 13.0 21.8 0.1 15.7 35.54.4 15.9 24.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.8 22.1 0.0 13.0 21.8 0.1 15.7 35.5 4.4 15.9 24.5 0.1Queue Length 50th (ft) 20 15 0 27 32 0 2 194 0 3 85 0Queue Length 95th (ft) 72 56 0 93 98 0 10 357 29 12 169 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 726 666 681 716 733 696 471 890 817 341 893 819Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.13 0.08 0.01 0.18 0.14 0.04 0.01 0.50 0.13 0.03 0.25 0.03Intersection Summary HCM 7th Signalized Intersection Summary 2026 Buildout AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 86 46 7 116 92 25 6 395 94 9 199 22Future Volume (veh/h) 89 47 7 120 95 26 6 407 97 9 205 23Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 97 51 8 130 103 28 7 442 105 10 223 25Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 631 691 609 685 719 609 319 526 445 165 530 449Arrive On Green 0.06 0.37 0.37 0.07 0.38 0.38 0.01 0.28 0.280.01 0.28 0.28Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 97 51 8 130 103 28 7 442 105 10 223 25Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 2.6 1.4 0.2 3.5 2.8 0.9 0.2 17.4 4.0 0.3 7.6 0.9Cycle Q Clear(g_c), s 2.6 1.4 0.2 3.5 2.8 0.9 0.2 17.4 4.0 0.3 7.6 0.9Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 631 691 609 685 719 609 319 526 445 165 530 449V/C Ratio(X) 0.15 0.07 0.01 0.19 0.14 0.05 0.02 0.84 0.24 0.06 0.42 0.06Avail Cap(c_a), veh/h 777 691 609 804 719 609 549 923 782 391925 784HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 13.7 16.0 15.6 13.4 15.7 15.1 20.1 26.5 21.7 21.6 22.8 20.4Incr Delay (d2), s/veh 0.1 0.2 0.0 0.1 0.4 0.1 0.0 3.7 0.3 0.2 0.5 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 1.8 1.1 0.2 2.3 2.2 0.6 0.2 11.9 2.6 0.2 5.5 0.6Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 13.8 16.2 15.7 13.5 16.1 15.2 20.2 30.2 21.9 21.7 23.3 20.5LnGrp LOS B B B B B B C C C C C CApproach Vol, veh/h 156 261 554 258Approach Delay, s/veh 14.7 14.7 28.5 23.0Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.1 28.4 9.8 35.0 4.9 28.6 8.6 36.2Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.3 19.4 5.5 3.4 2.2 9.6 4.6 4.8Green Ext Time (p_c), s 0.0 2.6 0.1 0.2 0.0 1.2 0.1 0.6Intersection SummaryHCM 7th Control Delay, s/veh 22.7HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2026 Buildout AM 7: Bluff Creek Dr06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 22 10 114 5 5 117Future Volume (vph) 23 10 117 5 5 121Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1770 1583 1863 1583 1770 1863Flt Permitted 0.950 0.950Satd. Flow (perm) 1770 1583 1863 1583 1770 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 25 11 127 5 5 132Shared Lane Traffic (%)Lane Group Flow (vph) 25 11 127 5 5 132Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 16.2% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Buildout AM7: Bluff Creek Dr06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 1.3Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 22 10 114 5 5 117Future Vol, veh/h 23 10 117 5 5 121Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 25 11 127 5 5 132Major/Minor Minor1 Major1 Major2Conflicting Flow All 270 127 0 0 133 0 Stage 1 127 - - - - - Stage 2 142 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 720 923 - - 1452 - Stage 1 899 - - - - - Stage 2 885 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 717 923 - - 1452 -Mov Cap-2 Maneuver 717 - - - - - Stage 1 899 - - - - - Stage 2 881 - - - - -Approach WB NB SBHCM Control Delay, s/v 9.82 0 0.3HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - 717 923 1452 -HCM Lane V/C Ratio - - 0.035 0.012 0.004 -HCM Control Delay (s/veh) - - 10.2 8.9 7.5 -HCM Lane LOS - - B A A -HCM 95th %tile Q(veh) - - 0.1 0 0 - Lanes, Volumes, Timings 2026 Buildout AM9: Pioneer Trail06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 495 230 5 0 0Future Volume (vph) 0 510 237 5 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850Flt ProtectedSatd. Flow (prot) 0 1863 1863 1583 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1583 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 554 258 5 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 554 258 5 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 29.4% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Buildout AM9: Pioneer Trail06/13/20242026 Buildout AM 8:00 am 06/13/2024 2026 Buildout AM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 495 230 5 0 0Future Vol, veh/h 0 510 237 5 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 554 258 5 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 258 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 781 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 781Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2026 Buildout PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 51 177 14 104 74 11 17 352 196 13 422 45Future Volume (vph) 53 182 14 107 76 11 18 363 202 13 435 46Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.703 0.587 0.216 0.362Satd. Flow (perm) 1310 1863 1689 1093 1863 1583 402 1863 1583 674 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 220 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 58 198 15 116 83 12 20 395 220 14 473 50Shared Lane Traffic (%)Lane Group Flow (vph) 58 198 15 116 83 12 20 395 220 14 473 50Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2026 Buildout PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 10.0 24.1 24.1 10.0 24.1 24.1 10.0 26.5 26.5 10.0 26.5 26.5Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 37.9 30.1 30.1 39.7 31.3 31.3 32.8 29.329.3 31.9 27.5 27.5Actuated g/C Ratio 0.45 0.36 0.36 0.47 0.37 0.37 0.39 0.35 0.35 0.38 0.33 0.33v/c Ratio 0.09 0.30 0.02 0.20 0.12 0.02 0.08 0.61 0.32 0.04 0.78 0.08Control Delay (s/veh) 15.0 26.1 0.1 15.4 23.9 0.1 15.6 28.04.3 15.1 36.9 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 15.0 26.1 0.1 15.4 23.9 0.1 15.6 28.0 4.3 15.1 36.9 0.3LOS B C A B C A B C A B D AApproach Delay (s/veh) 22.3 17.9 19.4 32.9Approach LOS C B B CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 84.4Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.78Intersection Signal Delay (s/veh): 24.1 Intersection LOS: CIntersection Capacity Utilization 51.4% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2026 Buildout PM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 58 198 15 116 83 12 20 395 220 14 473 50v/c Ratio 0.09 0.30 0.02 0.20 0.12 0.02 0.08 0.61 0.32 0.04 0.78 0.08Control Delay (s/veh) 15.0 26.1 0.1 15.4 23.9 0.1 15.6 28.04.3 15.1 36.9 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 15.0 26.1 0.1 15.4 23.9 0.1 15.6 28.0 4.3 15.1 36.9 0.3Queue Length 50th (ft) 12 67 0 25 26 0 6 166 0 4 210 0Queue Length 95th (ft) 48 178 0 85 81 0 20 312 48 15 392 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 688 665 680 618 690 662 341 916 890 413 890 818Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.08 0.30 0.02 0.19 0.12 0.02 0.06 0.43 0.25 0.03 0.53 0.06Intersection Summary HCM 7th Signalized Intersection Summary 2026 Buildout PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 51 177 14 104 74 11 17 352 196 13 422 45Future Volume (veh/h) 53 182 14 107 76 11 18 363 202 13 435 46Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 58 198 15 116 83 12 20 395 220 14 473 50Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 625 670 591 529 708 600 178 564 478 212 551 467Arrive On Green 0.05 0.36 0.36 0.06 0.38 0.38 0.02 0.30 0.300.02 0.29 0.29Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 58 198 15 116 83 12 20 395 220 14 473 50Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 1.6 6.1 0.5 3.3 2.3 0.4 0.6 15.1 9.1 0.4 19.3 1.9Cycle Q Clear(g_c), s 1.6 6.1 0.5 3.3 2.3 0.4 0.6 15.1 9.1 0.4 19.3 1.9Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 625 670 591 529 708 600 178 564 478 212 551 467V/C Ratio(X) 0.09 0.30 0.03 0.22 0.12 0.02 0.11 0.70 0.46 0.07 0.86 0.11Avail Cap(c_a), veh/h 783 670 591 651 708 600 377 895 759 423898 761HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 14.8 18.6 16.8 14.8 16.3 15.7 21.4 24.9 22.8 20.6 26.8 20.7Incr Delay (d2), s/veh 0.1 1.1 0.1 0.2 0.3 0.1 0.3 1.6 0.7 0.1 4.7 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 1.1 4.9 0.3 2.3 1.8 0.3 0.4 10.3 5.9 0.3 13.1 1.2Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 14.9 19.7 16.8 15.0 16.6 15.8 21.6 26.5 23.5 20.7 31.6 20.8LnGrp LOS B B B B B B C C C C C CApproach Vol, veh/h 271 211 635 537Approach Delay, s/veh 18.5 15.7 25.3 30.3Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.4 30.7 9.5 35.0 6.0 30.2 7.8 36.6Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.4 17.1 5.3 8.1 2.6 21.3 3.64.3Green Ext Time (p_c), s 0.0 2.8 0.1 1.0 0.0 2.5 0.0 0.4Intersection SummaryHCM 7th Control Delay, s/veh 24.6HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2026 Buildout PM 7: Bluff Creek Dr06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 18 8 124 13 11 225Future Volume (vph) 19 8 128 13 11 232Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1770 1583 1863 1583 1770 1863Flt Permitted 0.950 0.950Satd. Flow (perm) 1770 1583 1863 1583 1770 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 21 9 139 14 12 252Shared Lane Traffic (%)Lane Group Flow (vph) 21 9 139 14 12 252Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.8% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Buildout PM7: Bluff Creek Dr06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0.9Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 18 8 124 13 11 225Future Vol, veh/h 19 8 128 13 11 232Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 21 9 139 14 12 252Major/Minor Minor1 Major1 Major2Conflicting Flow All 415 139 0 0 153 0 Stage 1 139 - - - - - Stage 2 276 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 594 909 - - 1427 - Stage 1 888 - - - - - Stage 2 770 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 589 909 - - 1427 -Mov Cap-2 Maneuver 589 - - - - - Stage 1 888 - - - - - Stage 2 764 - - - - -Approach WB NB SBHCM Control Delay, s/v10.64 0 0.34HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - 589 909 1427 -HCM Lane V/C Ratio - - 0.035 0.01 0.008 -HCM Control Delay (s/veh) - - 11.3 9 7.5 -HCM Lane LOS - - B A A -HCM 95th %tile Q(veh) - - 0.1 0 0 - Lanes, Volumes, Timings 2026 Buildout PM9: Pioneer Trail06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 407 481 11 0 0Future Volume (vph) 0 419 496 11 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850Flt ProtectedSatd. Flow (prot) 0 1863 1863 1583 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1583 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 455 539 12 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 455 539 12 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 28.6% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2026 Buildout PM9: Pioneer Trail06/13/20242026 Buildout PM 7:35 am 06/13/2024 2026 Buildout PM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 407 481 11 0 0Future Vol, veh/h 0 419 496 11 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 455 539 12 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 539 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 542 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 542Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2040 Buildout AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 106 57 9 143 113 30 8 486 115 11 245 27Future Volume (vph) 106 57 9 143 113 30 8 486 115 11 245 27Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.678 0.700 0.509 0.173Satd. Flow (perm) 1263 1863 1689 1304 1863 1583 948 1863 1583 322 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 119 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 115 62 10 155 123 33 9 528 125 12 266 29Shared Lane Traffic (%)Lane Group Flow (vph) 115 62 10 155 123 33 9 528 125 12 266 29Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2040 Buildout AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 9.5 24.1 24.1 9.5 24.1 24.1 9.5 26.4 26.4 9.5 26.3 26.3Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.9 29.4 29.4 40.7 30.1 30.1 32.8 29.529.5 32.9 29.6 29.6Actuated g/C Ratio 0.46 0.34 0.34 0.47 0.35 0.35 0.38 0.34 0.34 0.38 0.34 0.34v/c Ratio 0.18 0.10 0.02 0.24 0.19 0.05 0.02 0.84 0.20 0.05 0.42 0.05Control Delay (s/veh) 14.4 24.4 0.0 14.8 24.4 0.2 15.3 39.75.6 15.6 24.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.4 24.4 0.0 14.8 24.4 0.2 15.3 39.7 5.6 15.6 24.5 0.1LOS B C A B C A B D A B C AApproach Delay (s/veh) 17.0 17.0 32.9 21.9Approach LOS B B C CIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 86.9Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.84Intersection Signal Delay (s/veh): 25.2 Intersection LOS: CIntersection Capacity Utilization 52.0% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2040 Buildout AM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 115 62 10 155 123 33 9 528 125 12 266 29v/c Ratio 0.18 0.10 0.02 0.24 0.19 0.05 0.02 0.84 0.20 0.05 0.42 0.05Control Delay (s/veh) 14.4 24.4 0.0 14.8 24.4 0.2 15.3 39.75.6 15.6 24.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 14.4 24.4 0.0 14.8 24.4 0.2 15.3 39.7 5.6 15.6 24.5 0.1Queue Length 50th (ft) 30 23 0 42 46 0 3 252 2 4 106 0Queue Length 95th (ft) 83 65 0 109 114 0 12 448 41 14 203 0Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 679 630 650 692 645 626 468 841 780 309 844 781Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.17 0.10 0.02 0.22 0.19 0.05 0.02 0.63 0.16 0.04 0.32 0.04Intersection Summary HCM 7th Signalized Intersection Summary 2040 Buildout AM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 106 57 9 143 113 30 8 486 115 11 245 27Future Volume (veh/h) 106 57 9 143 113 30 8 486 115 11 245 27Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 115 62 10 155 123 33 9 528 125 12 266 29Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 579 631 556 642 669 567 335 604 512 154 608 515Arrive On Green 0.06 0.34 0.34 0.08 0.36 0.36 0.01 0.32 0.320.01 0.33 0.33Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 115 62 10 155 123 33 9 528 125 12 266 29Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 3.5 1.9 0.3 4.8 3.9 1.2 0.3 22.8 5.0 0.4 9.6 1.1Cycle Q Clear(g_c), s 3.5 1.9 0.3 4.8 3.9 1.2 0.3 22.8 5.0 0.4 9.6 1.1Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 579 631 556 642 669 567 335 604 512 154 608 515V/C Ratio(X) 0.20 0.10 0.02 0.24 0.18 0.06 0.03 0.87 0.24 0.08 0.44 0.06Avail Cap(c_a), veh/h 693 631 556 721 669 567 540 843 715 355845 717HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 16.5 19.4 18.9 16.0 18.9 18.0 19.6 27.3 21.3 22.0 22.7 19.9Incr Delay (d2), s/veh 0.2 0.3 0.1 0.2 0.6 0.2 0.0 7.5 0.2 0.2 0.5 0.0Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 2.5 1.6 0.2 3.3 3.1 0.8 0.2 15.6 3.2 0.3 7.0 0.7Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 16.7 19.7 19.0 16.2 19.5 18.2 19.6 34.9 21.5 22.2 23.2 19.9LnGrp LOS B B B B B B B C C C C BApproach Vol, veh/h 187 311 662 307Approach Delay, s/veh 17.8 17.7 32.2 22.9Approach LOS B B C CTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.3 34.1 11.2 35.0 5.2 34.2 9.5 36.7Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.4 24.8 6.8 3.9 2.3 11.6 5.55.9Green Ext Time (p_c), s 0.0 2.9 0.1 0.3 0.0 1.4 0.1 0.7Intersection SummaryHCM 7th Control Delay, s/veh 25.3HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2040 Buildout AM 7: Bluff Creek Dr06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 27 12 141 6 6 145Future Volume (vph) 27 12 141 6 6 145Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1770 1583 1863 1583 1770 1863Flt Permitted 0.950 0.950Satd. Flow (perm) 1770 1583 1863 1583 1770 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 29 13 153 7 7 158Shared Lane Traffic (%)Lane Group Flow (vph) 29 13 153 7 7 158Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.6% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Buildout AM7: Bluff Creek Dr06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 1.3Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 27 12 141 6 6 145Future Vol, veh/h 27 12 141 6 6 145Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 29 13 153 7 7 158Major/Minor Minor1 Major1 Major2Conflicting Flow All 324 153 0 0 160 0 Stage 1 153 - - - - - Stage 2 171 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 670 893 - - 1419 - Stage 1 875 - - - - - Stage 2 859 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 667 893 - - 1419 -Mov Cap-2 Maneuver 667 - - - - - Stage 1 875 - - - - - Stage 2 855 - - - - -Approach WB NB SBHCM Control Delay, s/v10.17 0 0.3HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - 667 893 1419 -HCM Lane V/C Ratio - - 0.044 0.015 0.005 -HCM Control Delay (s/veh) - - 10.6 9.1 7.5 -HCM Lane LOS - - B A A -HCM 95th %tile Q(veh) - - 0.1 0 0 - Lanes, Volumes, Timings 2040 Buildout AM9: Pioneer Trail06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 610 283 6 0 0Future Volume (vph) 0 610 283 6 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850Flt ProtectedSatd. Flow (prot) 0 1863 1863 1583 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1583 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 663 308 7 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 663 308 7 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 35.4% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Buildout AM9: Pioneer Trail06/14/20242040 Buildout AM 11:23 am 06/14/2024 2040 Buildout AM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 610 283 6 0 0Future Vol, veh/h 0 610 283 6 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 663 308 7 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 308 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 732 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 732Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Lanes, Volumes, Timings 2040 Buildout PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 1Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 63 218 18 128 91 14 21 434 241 16 520 56Future Volume (vph) 63 218 18 128 91 14 21 434 241 16 520 56Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 14 12 12 12 12 12 12 12 12 12Storage Length (ft) 175 175 225 225 225 225 250 250Storage Lanes 1 1 1 1 1 1 1 1Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.850 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 1863 1689 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.693 0.492 0.131 0.249Satd. Flow (perm) 1291 1863 1689 916 1863 1583 244 1863 1583464 1863 1583Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 120 120 262 117Link Speed (mph) 35 35 50 50Link Distance (ft) 336 139 384 742Travel Time (s) 6.5 2.7 5.2 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 68 237 20 139 99 15 23 472 262 17 565 61Shared Lane Traffic (%)Lane Group Flow (vph) 68 237 20 139 99 15 23 472 262 17 565 61Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9 15 9 15 9Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru RightLeading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(ft) 94 94 94 94Detector 2 Size(ft) 6 6 6 6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6 Lanes, Volumes, Timings 2040 Buildout PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 2Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRPermitted Phases 4 4 8 8 2 2 6 6Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 5.0 8.0 8.0 5.0 20.0 20.0 5.020.0 20.0Minimum Split (s) 10.0 24.1 24.1 10.0 24.1 24.1 10.0 26.5 26.5 10.0 26.5 26.5Total Split (s) 15.0 35.0 35.0 15.0 35.0 35.0 15.0 45.0 45.015.0 45.0 45.0Total Split (%) 13.6% 31.8% 31.8% 13.6% 31.8% 31.8% 13.6% 40.9% 40.9% 13.6% 40.9% 40.9%Maximum Green (s) 10.8 28.9 28.9 10.5 28.9 28.9 10.8 38.6 38.6 10.9 38.7 38.7Yellow Time (s) 3.0 4.0 4.0 3.0 3.5 3.5 3.0 5.0 5.0 3.0 5.0 5.0All-Red Time (s) 1.2 2.1 2.1 1.5 2.6 2.6 1.2 1.4 1.4 1.1 1.3 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.2 6.1 6.1 4.5 6.1 6.1 4.2 6.4 6.4 4.1 6.3 6.3Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesYesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0Recall Mode None Max Max None Max Max None None None None NoneNoneWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.1 29.5 29.5 42.3 33.4 33.4 36.4 31.831.8 36.3 31.7 31.7Actuated g/C Ratio 0.43 0.32 0.32 0.46 0.37 0.37 0.40 0.35 0.35 0.40 0.35 0.35v/c Ratio 0.11 0.39 0.03 0.27 0.15 0.02 0.11 0.73 0.36 0.06 0.87 0.10Control Delay (s/veh) 16.4 29.6 0.1 17.4 25.8 0.1 15.9 33.94.5 15.0 44.1 0.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 16.4 29.6 0.1 17.4 25.8 0.1 15.9 33.9 4.5 15.0 44.1 0.4LOS B C A B C A B C A B D AApproach Delay (s/veh) 25.0 19.7 23.2 39.2Approach LOS C B C DIntersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 91.2Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.87Intersection Signal Delay (s/veh): 28.2 Intersection LOS: CIntersection Capacity Utilization 60.0% ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr Queues 2040 Buildout PM3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 3Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane Group Flow (vph) 68 237 20 139 99 15 23 472 262 17 565 61v/c Ratio 0.11 0.39 0.03 0.27 0.15 0.02 0.11 0.73 0.36 0.06 0.87 0.10Control Delay (s/veh) 16.4 29.6 0.1 17.4 25.8 0.1 15.9 33.94.5 15.0 44.1 0.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 16.4 29.6 0.1 17.4 25.8 0.1 15.9 33.9 4.5 15.0 44.1 0.4Queue Length 50th (ft) 19 101 0 40 37 0 8 216 0 6 276 0Queue Length 95th (ft) 54 211 0 99 95 0 22 389 52 17 #533 2Internal Link Dist (ft) 256 59 304 662Turn Bay Length (ft) 175 175 225 225 225 225 250 250Base Capacity (vph) 658 602 627 533 682 656 285 807 834 351 806 751Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.10 0.39 0.03 0.26 0.15 0.02 0.08 0.58 0.31 0.05 0.70 0.08Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 7th Signalized Intersection Summary 2040 Buildout PM 3: Pioneer Trail & Bluff Creek Drive/Bluff Creek Dr06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 4Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (veh/h) 63 218 18 128 91 14 21 434 241 16 520 56Future Volume (veh/h) 63 218 18 128 91 14 21 434 241 16 520 56Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Lane Width Adj. 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870Adj Flow Rate, veh/h 68 237 20 139 99 15 23 472 262 17 565 61Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2Cap, veh/h 572 610 537 466 665 564 166 645 546 205 633 536Arrive On Green 0.05 0.33 0.33 0.07 0.36 0.36 0.02 0.34 0.340.02 0.34 0.34Sat Flow, veh/h 1781 1870 1648 1781 1870 1585 1781 1870 15851781 1870 1585Grp Volume(v), veh/h 68 237 20 139 99 15 23 472 262 17 565 61Grp Sat Flow(s),veh/h/ln 1781 1870 1648 1781 1870 1585 1781 1870 1585 1781 1870 1585Q Serve(g_s), s 2.2 8.7 0.7 4.5 3.2 0.5 0.7 19.6 11.5 0.5 25.42.3Cycle Q Clear(g_c), s 2.2 8.7 0.7 4.5 3.2 0.5 0.7 19.6 11.5 0.5 25.4 2.3Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 572 610 537 466 665 564 166 645 546 205 633 536V/C Ratio(X) 0.12 0.39 0.04 0.30 0.15 0.03 0.14 0.73 0.48 0.08 0.89 0.11Avail Cap(c_a), veh/h 707 610 537 548 665 564 340 814 690 389816 692HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 18.2 23.1 20.4 17.8 19.4 18.6 22.0 25.5 22.8 20.6 27.8 20.2Incr Delay (d2), s/veh 0.1 1.9 0.1 0.4 0.5 0.1 0.4 2.6 0.7 0.2 10.1 0.1Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(95%),veh/ln 1.6 7.2 0.5 3.2 2.6 0.4 0.5 13.0 7.5 0.4 17.6 1.5Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 18.3 24.9 20.5 18.2 19.9 18.7 22.4 28.0 23.5 20.7 37.9 20.3LnGrp LOS B C C B B B C C C C D CApproach Vol, veh/h 325 253 757 643Approach Delay, s/veh 23.3 18.9 26.3 35.8Approach LOS C B C DTimer - Assigned Phs 1 2 3 4 5 6 7 8Phs Duration (G+Y+Rc), s 5.8 37.0 10.9 35.0 6.4 36.4 8.3 37.6Change Period (Y+Rc), s 4.1 6.4 4.5 6.1 4.2 * 6.4 4.2 6.1Max Green Setting (Gmax), s 10.9 38.6 10.5 28.9 10.8 * 3910.8 28.9Max Q Clear Time (g_c+I1), s 2.5 21.6 6.5 10.7 2.7 27.4 4.2 5.2Green Ext Time (p_c), s 0.0 3.2 0.1 1.2 0.0 2.6 0.1 0.5Intersection SummaryHCM 7th Control Delay, s/veh 27.9HCM 7th LOS CNotes* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Lanes, Volumes, Timings 2040 Buildout PM 7: Bluff Creek Dr06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 5Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 22 10 152 16 14 276Future Volume (vph) 22 10 152 16 14 276Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1770 1583 1863 1583 1770 1863Flt Permitted 0.950 0.950Satd. Flow (perm) 1770 1583 1863 1583 1770 1863Link Speed (mph) 30 35 35Link Distance (ft) 115 336 338Travel Time (s) 2.6 6.5 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 24 11 165 17 15 300Shared Lane Traffic (%)Lane Group Flow (vph) 24 11 165 17 15 300Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 9 15Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.5% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Buildout PM7: Bluff Creek Dr06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 6IntersectionInt Delay, s/veh 0.9Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 22 10 152 16 14 276Future Vol, veh/h 22 10 152 16 14 276Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 0 - 0 0 -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 24 11 165 17 15 300Major/Minor Minor1 Major1 Major2Conflicting Flow All 496 165 0 0 183 0 Stage 1 165 - - - - - Stage 2 330 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 533 879 - - 1392 - Stage 1 864 - - - - - Stage 2 728 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 528 879 - - 1392 -Mov Cap-2 Maneuver 528 - - - - - Stage 1 864 - - - - - Stage 2 720 - - - - -Approach WB NB SBHCM Control Delay, s/v11.21 0 0.37HCM LOS BMinor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBTCapacity (veh/h) - - 528 879 1392 -HCM Lane V/C Ratio - - 0.045 0.012 0.011 -HCM Control Delay (s/veh) - - 12.1 9.1 7.6 -HCM Lane LOS - - B A A -HCM 95th %tile Q(veh) - - 0.1 0 0 - Lanes, Volumes, Timings 2040 Buildout PM9: Pioneer Trail06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 7Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 501 592 14 0 0Future Volume (vph) 0 501 592 14 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850Flt ProtectedSatd. Flow (prot) 0 1863 1863 1583 0 1863Flt PermittedSatd. Flow (perm) 0 1863 1863 1583 0 1863Link Speed (mph) 30 30 30Link Distance (ft) 742 219 149Travel Time (s) 16.9 5.0 3.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 545 643 15 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 545 643 15 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft) 12 12 0Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 15 9 15 9Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.5% ICU Level of Service AAnalysis Period (min) 15 HCM 7th TWSC 2040 Buildout PM9: Pioneer Trail06/14/20242040 Buildout PM 11:24 am 06/14/2024 2040 Buildout PM Synchro 12 ReportAED - WestwoodPage 8IntersectionInt Delay, s/veh 0Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 501 592 14 0 0Future Vol, veh/h 0 501 592 14 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - 0 - 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 545 643 15 0 0Major/Minor Major1 Major2 Minor2Conflicting Flow All - 0 - 0 - 643 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - - - - - 6.22Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - - - - - 3.318Pot Cap-1 Maneuver 0 - - - 0 473 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - - - - 473Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB WB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt EBT WBT WBRSBLn1Capacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - - - 0HCM Lane LOS - - - AHCM 95th %tile Q(veh) - - - - Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX E Crash Data Intersection Crash Rate Calculations 1 INTERSECTION DETAIL PIONEER TRAIL AND BLUFF CREEK DRIVE 01 MAY 19 - 01 MAY 24 COUNTY: CARVER Crash Severity Crash Date Crash Year Crash Time Primary Street Distance Dir Secondary Street Weather Fatalities Injured Property Damage Only Injury Type Crash Type Total Vehicles PROPERTY DAMAGE ONLY 2-Nov-2019 2019 7:35:00 AM PIONEER TRL SLEET, HAIL (FREEZING RAIN)PDO OTHER 1 PROPERTY DAMAGE ONLY 27-Nov-2019 2019 10:10:00 AM BLUFF CREEK DR PIONEER TRL BLOWING SAND, SOIL, DIRT, SNOW PDO REAR-END 2 POSSIBLE INJURY CRASH 29-Dec-2019 2019 10:26:00 AM PIONEER TRL FOG, SMOG, SMOKE 2 C SIDESWIPE OPPOSING 2 POSSIBLE INJURY CRASH 5-Sep-2020 2020 1:09:00 PM PIONEER TRL CLEAR 1 C ANGLE 2 PROPERTY DAMAGE ONLY 12-Oct-2020 2020 9:10:00 AM BLUFF CREEK DR CLOUDY PDO REAR-END 2 PROPERTY DAMAGE ONLY 27-Nov-2020 2020 4:03:00 PM PIONEER TRL BLUFF CREEK DR CLEAR PDO REAR-END 2 PROPERTY DAMAGE ONLY 13-Apr-2021 2021 1:00:00 PM BLUFF CREEK DR CLOUDY PDO SIDESWIPE OPPOSING 2 PROPERTY DAMAGE ONLY 27-Oct-2022 2022 7:35:00 PM PIONEER TRL CLEAR PDO SINGLE VEHICLE OTHER 1 PROPERTY DAMAGE ONLY 2-Nov-2023 2023 5:25:00 PM BLUFF CREEK DR CLEAR PDO ANGLE 2 Sum: 0 Sum: 3 Count: 7 Count: 0 Count: 2 Total:9 Crash Data- Pioneer Trail at Bluff Creek Drive Intersection: Statewide Averages based on 2018-2022 crashes 0 0 0 2 7 9 = =Signal, Low Volume (<=20K) 0.443 0.000 0.138 0.350 0.370 4.490 1.20 0.00 Intersection Safety Screening Pioneer Trail and Bluff Creek Drive Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 11,124 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Serious Injury (A)Environment Urban Minor Injury (B)Lighting Lit Total Crashes Annual crash cost $66,200 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.44 per MEV; this is 1.2 times the critical rate. If crashes were reduced by 2 over five years, this intersection would perform within normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C)Traffic Control Signal Observed Observed Property Damage (PDO) Developed by MnDOT Office of Traffic Engineering. January 2022. Pioneer Ridge Traffic Impact Analysis 6/21/2024 Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX F Pioneer Ridge Project Information 93093093 0 930930930 930 930930932932 934928920920920920920 920920920918922920 920920 928926922 9 2 8 93 2 93493693 8 9409 4 6 944930930920910900890900920 910900 936 948∆∆∆∆∆∆∆∆ ∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆SSXXPOH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATSTOPOH POH POH POH POHPOHPOHPOHPOHPOHPOHSTO STOHH FIBER OPTICFOFOFD. 1/2 INCHOPEN IRON PIPEFD. 1/2 INCH OPENLS #12294FD. 2 INCH MNDT DISCR/W BOUNDARY CORNER B6FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294FD. 1/2 INCHOPEN IRON PIPER/W BOUNDARYCORNER B8FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12043R/W BOUNDARY CORNER B9FD. 1/2 INCH OPEN IRON PIPER/W BOUNDARY CORNER B10FD. 1/2 INCH OPEN IRON PIPE;BROKEN CAPR/W BOUNDARY CORNER B11FD. 1/2 INCH OPEN IRON PIPE;BROKEN CAPR/W BOUNDARY CORNER B12P.O.B. LINE 1FD. 2 INCH MNDT DISCR/W BOUNDARY CORNER B13PER MNDT R/W PLAT NO. 10-20E 1/4 COR OF SEC. 27, TWP. 116, RGE. 23 &W 1/4 COR OF SEC. 26, TWP. 116, RGE. 23FD. 4 INCH DISCS. LINE OF THE SE 1/4 OFTHE NE 1/4 OF SEC. 27E. LINE OF THE SE 1/4 OFTHE NE 1/4 OF SEC. 27W. LINE OF THE SW 1/4 OFTHE NW 1/4 OF SEC. 28S. LINE OF THE SW 1/4 OFTHE NW1/4 OF SEC. 28NORTHWESTERLY BOUNDARYPER MNDT R/W PLAT NO. 10-20FD. REBAR W/CAPR/W BOUNDARYCORNER B7R/W BOUNDARYCORNER B5LINE 1LINE 1BRICK FIREPITBRICK FIREPITBRICK FIREPITBRICK FIREPITGARDEN AREASWINGSETGARDEN AREAAPPROXIMATEMOW LINEAPPROXIMATEMOW LINEPONDGARDEN AREARE=929.30CAN'T OPENRE=924.43IE=919.73 (E)IE=913.03 (W)RE=924.39IE=920.09 (E)IE=920.29 (NE)RE=900.85IE=896.15 (NE)IE=896.15 (SE)RE=901.83IE=896.43 (SW)RE=899.85IE=895.55 (NW)IE=895.45 (NE)IE=895.45 (SE)RE=903.48IE=900.28 (NW)IE=899.98 (SW)IE=900.28 (NE)RE=904.73IE=899.33 (SE)RE=906.09IE=902.79 (NE)IE=902.79 (SW)RE=910.08IE=906.78 (NE)IE=906.78 (SW)RE=916.64IE=913.24 (SW)RE=908.74RE=909.92RE=923.28IE=919.1824" RCP20" RCP15" RCP12" RCP15" RCP12" RCP 12" RCP 12" RCP 12" RCP12" RCP12" RCPPID: 256090450CITY OF CHANHASSENPID: 256090410DEEPAKAGGARWALPID: 256090400REBECCAARMAGOSTPID: 256090390ANDERSSYVERSONPID: 256090380MATTHEWSEVERANCEPID: 256090370DANIEL &NANCY GILMOREPID: 256090360AARON &JENNIFER PIERCEPID: 256090350MATTHEW &HOLLY WILDEPID: 256090340LESLIE & DANAELDERPID: 256090330GLEN & NATANIASCHOENBERGPID: 256090320NATHAN &LINDSEY BUTTONPID: 256090310JOSEPH &JENNIFER FELIUPID: 256090300RUSSELL &MEGHANHOLMESPID: 256090290JOHN &CATHERINESANTINIPID: 256090280KORY & SARAHGROSKREUTZPID: 256090270THOMAS & CASSANDRA KRAUSPID: 253620025CITY OF CHANHASSENPID: 256090460CITY OF CHANHASSENBLUFF CREEK DRIVE(PUBLIC STREET)PIONEER TRAIL(PUBLIC STREET)WIDTH VARIES US H I G H W A Y 2 1 2 (PU B L I C S T R E E T ) WI D T H V A R I E S80R/WCONTROLLED ACCESS SHOWNPER MNDT R/W PLAT NO. 10-2010 FT BITUMINOUSTRAIL 5 FT CONCRETESIDEWALKCONTROLLED ACCESS SHOWNPER MNDT R/W PLAT NO. 10-20N. LINE OF THE SW 1/4 OF THE NW 1/4OF SEC. 28, TWP. 116, RGE. 23CONTROLLED ACCESS PERDEED RESTRICTION12" RCP 15" RCP24" RCPCB=S20°54'41"ECH=323.84∆=079°17'21"R=253.78L=351.20N51°07'03.00"E 253.88 N69°27'12.00"E 464.59 N08°53'48.0 0 " E 1 7 1 . 8 4 N5 2 ° 5 4 ' 3 3 . 0 0 " E 1 2 6 . 6 3 N00°26'14.75"W 253.73 N00°26'14.75"W 263.81 S80°01'29.00"E 353.71N68°45'55 .00"E 230 .69 S3 0 ° 3 6 ' 5 2 . 0 0 " W 4 3 5 . 0 9 S22° 5 7 ' 1 7 . 0 0 " W 1 7 3 . 0 7S87°24'40.00"W 336.72∆=037°35'13"R=852.85L=559.48S46°00'03.00"W 190.46 S88°36'33.09"E66.03N00°26'46.48"W 530.77 N3 8 ° 0 8 ' 5 3 . 0 0 " E 8 9 0 . 9 3 ∆R/W BOUNDARY CORNER B14PER MNDT R/W PLAT NO. 10/20N:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-EXP01.DWG 192CHANHASSEN, MINNESOTA04/01/24RMBRMBEJKPIONEER RIDGEEXISTING CONDITIONS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE04/01/24CHRIS AMBOURN4305504/01/24PIONEER RIDGE, LLC.PRELIMINARY PLANS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'801602401" = 80'###### or ##..........PROJECT NUMBER: 0050930.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTAPROPERTY DESCRIPTIONThe following information was provided by Land Title, Inc., Issuing Agent for First American Title Insurance Company, File Number6872387, which has an effective date of October 25, 2023 at 7:00 am:That part of the Southeast Quarter of the Northeast Quarter of Section 27, Township 116 North, Range 23 West, and the SouthwestQuarter of the Northwest Quarter of Section 26, Township 116 North, Range 23 West, shown as Parcel 60 on Minnesota Departmentof Transportation Right of Way Plat Numbered 10-20 and Minnesota Department of Transportation Right of Way Plat No. 10-43 asthe same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota;Which lies northwesterly, northerly and northeasterly, of Line 1 described below:Line 1:Commencing at Right of Way Boundary Corner B14 as shown on said Plat No. 10-20; thence southwesterly on an azimuth of 218degrees 08 minutes 53 seconds along the boundary of said plat for 890.93 feet to Right of Way Boundary Corner B13 and the point ofbeginning of Line 1 to be described; thence on an azimuth of 210 degrees 36 minutes 52 seconds for 435.09 feet; thence on anazimuth of 202 degrees 57 minutes 17 seconds for 173.07 feet; thence on an azimuth of 267 degrees 24 minutes 40 seconds for336.72 feet; thence deflect to the left on a tangential curve, having a radius of 852.85 feet and a delta angle of 37 degrees 35 minutes13 seconds for 559.48 feet; thence on an azimuth of 226 degrees 00 minutes 03 seconds for 190.46 feet; thence northwesterly for351.20 feet on a non-tangential curve, concave to the northeast, having a radius of 253.78 feet, a delta angle of 79 degrees 17minutes 25 seconds and a chord azimuth of 339 degrees 05 minutes 19 seconds to the northwest boundary of said Plat No. 10-20and there terminating.Subject to the following restriction:No access shall be permitted to Trunk Highway No 212 from the lands herein conveyed.Abstract PropertyGENERAL NOTES1.Bearings of property lines shown hereon are based on the Carver County coordinate system, (NAD 83 - 2011 ControlAdjustment).2.Lengths of lines and distances between features are measured in US-Survey Feet.LEGENDGUY WIREFLARED END SECTIONBEEHIVE CATCH BASINCATCH BASINPOWER POLESIGNSTREET LIGHTSTEEL/WOOD POSTPOWER OVERHEADWATERMAINSTORM SEWERHYDRANTFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)TREE LINEPOHSTOWAT∆XEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINETRAFFIC SIGNAL 12345678910111213141516171819202122232425262728293031323334353637383940123456789101112131415161718192021414141112STREET ASTREET B2,368 sf2,368 sf2,738 sf2,738 sf2,738 sf2,368 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf2,738 sf2,368 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,368 sf2,368 sf2,886 sf2,886 sf2,368 sf2,368 sf2,368 sf2,738 sf2,738 sf2,886 sf2,368 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,368 sf2,368 sf2,368 sf2,738 sf2,873 sf2,368 sf2,368 sf2,886 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,368 sf2,368 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf55,337 sf254,992 sf3732323774 373232377474747437 32 32 37 743732323774747474 37323237 743732323774747474373232377437323237747474743732323774 3732323774 74 74 74 39323232323974 39323232323974 74 74 74 74 74 3732323774 3732323774 74 74 74 3932323774 3732323974 74 74 74 37 32 32 3774 37 32 32 37 7474747434 32 32 32 32 37 7437 32 32 32 32 39 7474747474697373232323239743932323232377474747474743732323232377437323232323774747474747437 32 32 37743732323774747474 8552190 585024378115 620125 294428176698175 465172 1 2 7 35423143 5 173 254 100.0'165.9'49,219 sf50.0'14' 13'16.5'18 . 5 'R50'R50 '∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPIONEER TRA ILBLUFF CREEK DRIVEUS H I G H W A Y 2 1 2674139203321544438272 326 332722 2150R/W31B-B50R/W31B-B23 1917 24 B-B 24B-B4040 ROAD EASEMENTROAD EASEMENTPOWERLINE & POLESTO BE RE-LOCATED475B LU F F A R E A BLUFF AREAEXPANDED PONDPONDPRIVATE STREETPRIVATE STR E E T FIRE TRUCK TURN-AROUND"NO PARKING"FIRE TRUCK TURN-AROUND"NO PARKING"20' BUFFERIMPACT ZONE20' BUFFERIMPACT ZONE12342,738 sf2,368 sf2,368 sf2,738 sf373732323737323274 74 74 74 74STREET25 25 125 510 060120180·EXISTING ZONING:N/A·PROPOSED ZONING:R-8·GROSS SITE AREA:11.75 ACBLUFF AREA:0.72 AC·NET SITE AREA:11.03 AC·DEVELOPMENT SUMMARYMULTI-FAMILY TOWNHOMES:60 HOMES·PROJECT DENSITY:GROSS:±5.11 UN/ACNET: ±5.44 UN/ACSITE DEVELOPMENT DATAIMPERVIOUS AREAS1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGEAND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES A.5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.DEVELOPMENT NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLEXISTINGPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDDRIVEWAY ±HOMES ±98,743 SF40,032 SFTYPICAL MULTI FAMILY LOT DETAILSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-PPP01.DWG 193CHANHASSEN, MINNESOTA04/01/24RMBRMBEJKPIONEER RIDGEPRELIMINARY PLAT221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE04/01/24PIONEER RIDGE, LLC.04/01/2453774NICHOLAS T. MEYER© 2024 Westwood Professional Services, Inc.###### or ##..........PROJECT NUMBER: 0050930.00CONTROLLED ACCESS∆REQUIRED SITE AREA PER UNITLOT STANDARDSPROVIDED SITE AREA PER UNITSETBACKSFRONTBTWN BUILDINGSSIDE CORNER LOTREARSTANDARDMULTI-FAMILYTOWNHOMES5,500 SITE AREA/UNIT8,530 SITE AREA/UNIT25'20'20'25'REAR TO PIONEER TRAIL35'IMPERVIOUS COVERAGE35% REQUIREDSTREET/PARKING ±52,630 SFIMPERVIOUS COVERAGE38% SHOWNGUEST STALLS REQUIRED: .25/UNIT; 15 STALLS TOTALGUEST STALLS PROVIDED: 16 TOTAL STALLSPARKING PROVISIONS