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F-004 Traffic Impact Analysis Recreation & Aquatics Center Revised Traffic Impact Analysis 17525 Stafford Road Lake Oswego, Oregon 97034 Prepared for: City of Lake Oswego Parks and Recreation Department PO Box 369 Lake Oswego, Oregon 97034 �0,0 PR `� �8OFESS �./ OIN� June 13, 2022 5811PE� PBS Project 71637.000 j\ o':GON T John A Manix City of Lake Oswego Case File LU 22-0002 o r�O 9 2022.06.13 titi �4- 6:20:38-07 00 gNDRE EXPIRES: 12/31/22 0 PBS 1325 SE TECH CENTER DRIVE SUITE 140 VANCOUVER, WA 98683 360.695.3488 MAIN 866.727.0140 FAX PBSUSA.COM Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Table of Contents Executive Summary iv 1 INTRODUCTION 1 1.1 Scope of Study 1 1.2 Existing Site Conditions 1 1.3 Existing Infrastructure 2 1.3.1 Land Uses 2 1.3.2 Existing Roadways 2 1.3.3 Major Intersections and Traffic Control 3 1.4 Traffic Volumes 4 1.4.1 Existing Traffic Volumes 4 1.4.2 Background Growth 5 1.4.3 In-Process Projects 5 1.4.4 Future Volumes 5 2 PROPOSED CONDITIONS 7 2.1 Project Description 7 2.2 Access and Circulation 7 2.3 Trip Generation and Distribution 7 2.3.1 Proposed Trip Generation 7 2.3.2 Net New Trips 8 2.3.3 Proposed Trip Distribution 9 2.3.4 Proposed Trip Generation and Distribution for Rassekh Park 9 2.3.5 Future Volumes with Project 10 3 INTERSECTION OPERATIONS ANALYSES 11 3.1 Operations Description 11 3.2 Operation Standards 11 3.3 Analysis Methodology 11 3.4 Level of Service Analyses 12 3.4.1 2022 Existing Conditions 12 3.4.2 2024 Future Conditions Without Project 13 3.4.3 2024 Future Conditions With Project (LORAC) 14 3.4.4 2024 Future Conditions With Both Projects (LORAC and Rassekh Park) 15 3.5 Queueing Analysis 16 3.6 Traffic Signal Warrants 20 4 SAFETY ANALYSIS 21 4.1 Left-Turn Storage Analysis 21 4.2 Right-Turn Treatment Analysis 21 4.3 Collision Analysis 21 4.4 Transit, Pedestrian, and Bicycle Facilities 22 4.5 Sight Distance at Site Access Locations 23 5 FINDINGS SUMMARY 24 5.1 Existing Traffic Volumes 24 5.2 Future Traffic Volumes Increase 24 aq PBS JJune 13,2022 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 5.3 Access and Circulation 24 5.4 Trip Generation 24 5.5 Net New Trips 24 5.6 Level of Service Analysis 24 5.7 Queuing Analysis 24 5.8 Traffic Signal Warrant Evaluation 24 5.9 Left-Turn Lane Evaluation 24 5.10 Right-Turn Lane Evaluation 25 5.11 Collision Analysis 25 5.12 Transit, Pedestrian, and Bicycle Facilities 25 5.13 Driveway Sight Distance 25 6 RECOMMENDATIONS SUMMARY 26 6.1 Construct Left-Turn Lane 26 6.2 Enhance Pedestrian Facilities 26 6.3 Provide for Accessibility 26 6.4 Maintain Clear Sight Lines 26 7 REFERENCES 27 PBS JJune 13,2022 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Supporting Data TABLES Table 1. Land Uses Around the Site Table 2. Existing Roadway Information Table 3. Major Intersections: Existing Lanes and Traffic Controls Table 4.Total Trip Generation for Lake Oswego Recreation &Aquatics Center and Golf Course Table 5. Net New Trip Generation Table 6. Estimated 2022 Level of Service for Existing Conditions Table 7. Estimated 2024 Level of Service Without Project Table 8. Estimated 2024 Level of Service With Project (LORAC) Table 9. Estimated 2024 Level of Service With Both Projects Table 10. AM Peak Hour Intersection Queueing Analysis Table 11. PM Peak Hour Intersection Queueing Analysis Table 12. SAT Peak Hour Intersection Queueing Analysis Table 13. Collision Analysis for Study Area Intersections (January 2015 through December 2019) FIGURES Figure 1. Vicinity Map Figure 2. Site Plan Figure 3. Existing Lane Configuration and Traffic Controls Figure 4. 2022 Existing Volumes Figure 5. 2024 Without Project Volumes Figure 6. Trip Distribution and Assignment (LORAC) Figure 7. 2024 With Project Volumes (LORAC) Figure 8. Trip Distribution and Assignment (Rassekh Park) Figure 9. 2024 With Both Project Volumes (LORAC and Rassekh Park) APPENDICES Appendix A: Traffic Counts Appendix B:Trip Generation Calculations Appendix C: Level of Service Calculations Appendix D: Queueing Analysis Appendix E: Peak Hour Signal Warrants Appendix F: Turn Lane Evaluations Appendix G: Collision Rate Calculations and Data Appendix H: Clackamas County Correspondence ©2022 PBS Engineering and Environmental Inc. PBS JJune 13,2022 iii PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Executive Summary Purpose and Scope The applicant proposes to construct a new 62,900-square-foot recreation and aquatics center.With the proposed improvements, the development will improve the primary access on Stafford Road and will have a secondary access to Overlook Drive. The project also will include reduction of the site's existing 18-hole golf course to a 9-hole golf course with the existing driving range to remain. The project site is shown on the vicinity map (Figure 1), and the proposed development is shown on the site plan (Figure 2). The purpose of this analysis is to determine the impacts of the traffic generated by the new Lake Oswego Recreation and Aquatics Center (LORAC) project on the surrounding roadway infrastructure. This study analyzes the 2022 existing conditions and 2024 future conditions, without and with the project. This analysis will determine if mitigation is required to keep the roadways operating safely and at capacity levels acceptable under the current level of service standards.This report documents the findings and conclusions of a traffic impact analysis (TIA) conducted for the proposed site plan application for property located in Lake Oswego, Oregon (City). The following intersections were identified for this TIA: 1. Stafford Road/Rosemont Road/Atherton Drive 2. Stafford Road/Overlook Drive 3. Stafford Road/Bergis Road 4. Stafford Road/Sunny Hill Drive 5. Stafford Road -- McVey Avenue/South Shore Boulevard 6. Tree Top Lane -- Meadowlark Lane/Overlook Drive 7. Stafford Road/North LORAC Driveway (Existing Driveway) 8. South LORAC Driveway/Overlook Drive (Proposed Additional Driveway) 9. Rassekh Park Driveway/Atherton Drive (Future) Findings The findings of this TIA are summarized below. Intersection turning movement counts informing this TIA were collected in February 2022. No COVID-19 adjustments or volume balancing were applied to the data.The system peak hours were calculated to occur at 7:45-8:45 AM (weekday AM peak hour), at 4:00-5:00 PM (weekday PM peak hour), and at 1:00-2:00 PM (Saturday, or SAT, peak hour). The unadjusted system peak hour data were used in the analyses. Traffic volumes in the study area will continue to increase without or with the project. Generic background growth was estimated to add approximately 2%to the existing traffic counts between the existing year (2022) and the projected year(2024) of the LORAC's completion. The existing North LORAC Driveway on Stafford Road will permit all movements, and the proposed South LORAC Driveway on Overlook Drive will permit all movements. On-site vehicle circulation will occur predominantly in a counterclockwise direction. On-site walkways and bicycle parking will accommodate circulation for pedestrians and cyclists. The LORAC development and the 9-hole golf course is anticipated to generate 2,086 total vehicle trips during a typical weekday, including 136 trips during the AM peak hour and 183 trips during the PM peak hour, plus 94 trips during the SAT peak hour. PBS June 13,2022 iv PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon The former 18-hole golf course generated 546 total vehicle trips during a typical weekday, including 32 trips during the AM peak hour and 53 trips during the PM peak hour, plus 55 trips during the SAT peak hour. Therefore, the net new trips generated by the site will be 1,540 trips during a typical weekday, including 104 trips during the AM peak hour and 130 trips during the PM peak hour, plus 39 trips during the SAT peak hour. All studied intersections will operate at an acceptable LOS through the 2024 year of opening With Both Projects conditions (the LORAC and Rassekh Park) during the weekday AM and PM peak hours and the SAT peak hour. No queueing concerns were identified during the AM, PM, or SAT peak hour analysis scenarios. A traffic signal is not warranted at the Stafford Road/Bergis Road intersection based on the 2024 With Both Project scenario volumes. None of the hours for which 2024 With Both Project scenario volumes were estimated meet the warrant conditions. One approach meets the ODOT volume criteria for a left-turn lane: northbound Stafford Road at the North LORAC Driveway, at 2024 With Project conditions.The LORAC project proposes to construct a northbound left-turn lane along with the site development. No right-turn lanes are necessary at the studied intersections. The 2015-2019 collision history at the study intersections was reviewed; all intersections have collision rates lower than the critical rate, and no patterns of collision types or of severe collisions were identified. Pedestrian facilities are readily available, bicycle facilities are intermittent, and the closest transit stops (near the Stafford Road -- McVey Avenue/South Shore Boulevard intersection) are approximately 0.8 mile north of the project site. Digital review of the current conditions along Overlook Drive suggests adequate sight distances should be achievable through trimming existing vegetation, design, and construction of the proposed access intersection. No sight distance limitations were identified at the existing access intersection on Stafford Road. Recommendations This TIA supports the following recommendations. Provide a northbound left-turn lane, as currently proposed, at the Stafford Road/North LORAC Driveway intersection. Provide pedestrian improvements at the Stafford Road/Bergis Road intersection: • Install a high-visibility crosswalk across the north leg of the intersection to connect the Bergis Road sidewalks with the multi-use path along southbound Stafford Road. In addition, install a high-visibility crosswalk on the east leg of the intersection to connect the Bergis Road sidewalks to each other. • Install advance pedestrian warning signs (signs W11-15 with W16-9P in the Manual on Uniform Traffic Control Devices) to be located 150 feet in advance of the crosswalk across Stafford Road. • Supplement the high-visibility crosswalk across Stafford Road with a rectangular rapid-flashing beacon. PBS JJune 13,2022 v PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Assure all driveways, sidewalks, crosswalks, and curb ramps constructed or modified with the project comply with the current Americans with Disabilities Act guidelines. Design the project access points consistent with Chapter 9.5.3 of the American Association of State Highway and Transportation Officials' Geometric Design guide for intersection sight distance. Install no objects within the sight distance triangles that would block exiting drivers'view at the access points. El PBS June 13,2022 vi PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 1 INTRODUCTION The purpose of this study is to determine the impacts of the traffic generated by the Lake Oswego Recreation and Aquatics Center (LORAC) project on the surrounding roadway infrastructure. The project site is shown on the vicinity map (Figure 1). This study will determine if mitigation is required to keep the roadways operating safely and at capacity levels acceptable under the current level of service standards. This report documents the findings and conclusions of a traffic impact analysis (TIA) conducted for the proposed site plan (Figure 2)for property located in Lake Oswego, Oregon (City). 1.1 Scope of Study This study documents the existing and proposed conditions, traffic data, safety analysis, and intersection operations in accordance with the requirements of the City TIA guidelines (see City Ordinance 2725 in References). The following intersections were identified for analysis: 1. Stafford Road/Rosemont Road/Atherton Drive 2. Stafford Road/Overlook Drive 3. Stafford Road/Bergis Road 4. Stafford Road/Sunny Hill Drive 5. Stafford Road -- McVey Avenue/South Shore Boulevard 6. Tree Top Lane -- Meadowlark Lane/Overlook Drive 7. Stafford Road/North LORAC Driveway (Existing Driveway) 8. South LORAC Driveway/Overlook Drive (Proposed Additional Driveway) 9. Rassekh Park Driveway/Atherton Drive (Future) City staff requested PBS Engineering and Environmental Inc. (PBS) evaluate Rassekh Park, a nearby project being developed on a similar timeline as the LORAC, within this TIA report to consider conditions with both projects (LORAC and Rassekh Park) in place.This TIA includes analysis of future background conditions growth based on an assumed 1%annual growth rate. This TIA is prepared for submission to the City.The traffic-related issues addressed in this report include: • Existing traffic conditions • Proposed site-generated traffic volumes and their distribution • Build-out year(2024) conditions without and with the project (LORAC) • Build-out year(2024) conditions with both projects (LORAC and Rassekh Park) • Capacity and queuing analyses of the existing and future conditions for weekday AM, PM, and Saturday(SAT) peak hours • Safety analysis of the existing and future conditions • Recommendations for mitigation of traffic impacts and conclusions 1.2 Existing Site Conditions The proposed project is located north of Overlook Drive and west of Stafford Road and is currently developed as an 18-hole, par 3 golf course with associated clubhouse and golf facilities.The existing development has direct access to Stafford Road approximately 1,050 feet north of the Stafford Road/Overlook Drive intersection, measured from the center of the intersections, along the centerline. PBS June 13,2022 1 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 1.3 Existing Infrastructure The existing infrastructure and operational traffic conditions in the study area were documented. Roadway conditions were studied to confirm that the roadway is currently operating in a safe and efficient manner. 1.3.1 Land Uses The land uses surrounding the site are documented to help identify the site location and provide reference for any discussion of conditions that might impact the adjacent properties.The land uses surrounding the site are shown in Table 1. Table 1. Land Uses Around the Site North of Site Zoning R-10 Description Residential — Low Density Existing Use Single-Family Homes West of Site East of Site Zoning PF, PNA& R-7.5 S Zoning R-10 and R-15 Public Functions, Parks & Description Natural Area & Residential — T Description Residential — Low Density Low Density E High School & Single-Family Cemetery and Single-Family Existing Use Homes Existing Use Homes South of Site Zoning PNA Single Family Home, Parks & Description Natural Area Existing Use Public Dog Park, Sports Field 1.3.2 Existing Roadways The existing minor arterial roadway providing access to the site is Stafford Road. Data was gathered on this and other roadways in the study area to inform operations analysis of the existing roadway system.The pertinent information regarding the study area roadways is tabulated in Table 2. PBS June 13,2022 2 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Table 2. Existing Roadway Information Speed Lane Configuration Roadway Name Classification Limit (mph) Lanes Sidewalks Bike Lanes Minor Sidewalks between Multi use path on west Stafford Road Arterial/Major 35 2 Patton Rd &South side south of Patton Rd, Arterial Shore Blvd NB bike lane between Patton &South Shore Blvd Rosemont Road Minor Arterial 40 2 Multi-use path on Multi-use path on north north side side Atherton Drive Local Access 25 2 South side No Overlook Drive Neighborhood 25 2 Yes No Collector SW Berg is Road Neighborhood 25 2 Yes Yes Collector Sunny Hill Drive Local Access 25 2 North side No McVey Avenue Minor Arterial 30 2 Yes Yes South Shore Major Collector 35 2 South side just west No Boulevard of Stafford Rd Tree Top Lane Neighborhood 25 2 No No Collector Meadowlark Local Access 25 2 No No Lane mph = miles per hour 1.3.3 Major Intersections and Traffic Control The information shown in Table 3 was gathered and is relevant to the intersection operations analysis noted above.Table 3 presents the existing geometrics and traffic control at the study intersections. Table 3. Major Intersections: Existing Lanes and Traffic Controls Intersection Stafford Road/Rosemont Road/Atherton Drive Leg NB SB WB EB Control Roundabout Roundabout Roundabout Roundabout Number of Lanes 1 1 1 1 Intersection Stafford Road/Overlook Drive Leg NB SB WB EB Control Signal Signal Signal Signal Number of Lanes 2 3 2 2 El PBS June 13,2022 3 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Intersection Stafford Road/Bergis Road Leg NB SB WB EB Control Unc. Unc. Stop N/A Number of Lanes 2 1 1 N/A Intersection Stafford Road/Sunny Hill Drive Leg NB SB WB EB Control Unc. Unc. N/A Stop Number of Lanes 1 2 N/A 1 Intersection Stafford Road-- McVey Avenue/South Shore Boulevard Leg NB (Stafford Rd) SB (McVey Ave) WB (Retail EB (South Shore Driveway) Blvd) Control Signal Signal Signal Signal Number of Lanes 2 2 1 2 Intersection Meadowlark Lane -- Tree Top Lane/Overlook Drive Leg NB SB WB EB Control Stop Stop Stop Stop Number of Lanes 1 1 1 1 Intersection Stafford Road/North LORAC Driveway(Golf Driveway) Leg NB SB WB EB Control Unc. Unc. N/A Stop Number of Lanes 1 1 N/A 1 Roundabout= Roundabout intersection Signal =Traffic signal intersection Stop= Stop-controlled leg of intersection Unc. = Uncontrolled leg approaching intersection—does not stop or yield N/A=Approach does not exist The project area is defined as the vicinity of the site encompassed by the study intersections. The operation of the intersections can be controlled by signing, roundabouts, or signalization. Table 3 refers to the type of control and number of approach lanes for each leg of each intersection.The existing lane configurations and traffic controls for all intersections are shown in Figure 3. 1.4 Traffic Volumes 1.4.1 Existing Traffic Volumes Traffic volume data were gathered within the study area for the weekday AM peak period (7:00-9:00 AM), the weekday PM peak period (4:00-6:00 PM), and the Saturday peak period (10:00 AM —4:00 PM). PBS retained All Traffic Data (ATD) to gather the counts. ATD collected the weekday data on February 16, 2022, a day that had a typical school schedule, and the Saturday data on February 12, 2022. Copies of the count data used are provided in Appendix A. PBS June 13,2022 4 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon The Lake Oswego Public Golf Course was closed November 2021, and therefore, the turning movement counts from February 2022 did not capture any trips related to the existing golf course. Based on the similarities noted in the PM and SAT peak hour count data collected in February 2022 and earlier data collected in October 2020, the 2022 data are entered directly to the analysis without adaptation. City staff concurred that no factor should be applied to adjust for COVID-19 impacts as was done in previous editions of this TIA. The AM peak hour data were observed to show notable differences between the 2020 and 2022 data;this was expected in the study area vicinity, where traffic volumes are influenced by Lakeridge High School traffic patterns, because classes were being held remotely in October 2020 whereas classes were held in-person, on campus, in February 2022. Following data collection, a system peak hour calculation was performed to identify the hour within the AM, PM, and SAT peak time frames that had highest total volume across all studied intersections.Traffic volume data were collected in 15-minute intervals, so, to calculate the system peak hour, the total traffic volumes from each intersection during each 15-minute interval were summed into hourly totals.The system peak hours were calculated to occur at 7:45-8:45 AM (weekday AM), at 4:00-5:00 PM (weekday PM), and at 1:00- 2:00 PM (SAT).The resulting existing system peak hour volumes for the studied intersections are shown in Figure 4.These volumes were input to the intersection operations analyses addressed later in this TIA. Volume balancing between intersections would reduce the total number of trips in the PM peak hour, which was the critical hour with the highest volumes. Therefore, unbalanced volumes were used as a conservative approach. Between adjoining intersections, volumes varied by 1% or less. Findings: Intersection turning movement counts informing this TIA were collected in February 2022. No COVID-19 adjustments or volume balancing were applied to the data. The system peak hours were calculated to occur at 7:45-8:45 AM (weekday AM peak hour), at 4:00-5:00 PM (weekday PM peak hour), and at 1:00- 2:00 PM (SAT peak hour). The unadjusted system peak hour data were used in the analyses. 1.4.2 Background Growth Background growth is a generic increase in traffic volumes that either is not attributable to specific developments or is attributable to influences outside the study area. As a conservative estimate, a background growth rate of 1% per year was applied to all 2022 existing peak hour movement volumes between public roadways at the studied intersections. 1.4.3 In-Process Projects In-process trips from approved projects were requested from the City of Lake Oswego.There were no in- process projects noted by the City. City staff requested PBS evaluate Rassekh Park, a nearby project that is being developed on a similar timeline as the LORAC, within this TIA report to consider conditions with both projects (LORAC and Rassekh Park) in place. The analysis scenarios are addressed later in this report. 1.4.4 Future Volumes The baseline volumes for 2024 intersection operations analyses, termed the 2024 Without Project volumes, represent the sum of existing traffic and background growth. Figure 5 presents the 2024 Without Project volumes for the weekday AM, PM, and SAT peak hours. PBS June 13,2022 5 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Findings:Traffic volumes in the study area will continue to increase without or with the project. Generic background growth was estimated to add approximately 2%to the existing traffic counts between the existing year (2022) and the projected year (2024) of the LORAC's completion. PBS June 13,2022 6 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 2 PROPOSED CONDITIONS The proposed development will add traffic to the roadway system.Where the project is located, the size of the project, and when it will be completed are all important elements that need to be considered to determine the impacts of this development on safety and capacity. It is also important to examine how the project will operate with the existing transportation system, estimate how much new traffic it will generate, and predict where traffic generated by the site will be distributed. Furthermore, this section will address any funded infrastructure changes planned by other agencies or developers. All these elements are important in assessing the traffic impacts of this project. 2.1 Project Description The project proposes to modify the existing golf use to a 9-hole course (reduced from the current 18 holes), including golf facility improvements such as removing the existing golf maintenance buildings and constructing a new 3,000-square-foot maintenance building.The project also will construct a 62,900-square- foot indoor recreation and aquatics center. The project will preserve the existing golf clubhouse building of approximately 4,770 square feet. See Figure 2 for a detailed site plan of facilities included with the proposed development and proposed roadway connection. 2.2 Access and Circulation The site has one existing access point on Stafford Road (North LORAC Driveway) and proposes to add an access point on Overlook Drive (South LORAC Driveway).The south access point on Overlook Drive currently exists but is not connected to the golf course site; it is proposed to permit all movements.All movements will continue to be permitted at the North LORAC Driveway, and turn lanes will be added for each exiting movement as well as the entering northbound left-turn movement.The driveways are shown on Figure 2. On site, between the driveways, two drive aisles will provide vehicle circulation and parking.Traffic flow will occur predominantly in a one-way counterclockwise direction when viewed from above, though a portion of the southern drive aisle closer to South LORAC Driveway will allow two-way traffic. Pedestrian walkways will be provided between and through the drive aisles, including one walkway that will connect through from the LORAC building to the pedestrian facility along Stafford Road. Bicycle parking, some covered and some not, will be provided at a few locations along the front of the LORAC building. Findings:The existing North LORAC Driveway on Stafford Road will permit all movements, and the proposed South LORAC Driveway on Overlook Drive will permit all movements. On-site vehicle circulation will occur predominantly in a counterclockwise direction. On-site walkways and bicycle parking will accommodate circulation for pedestrians and cyclists. 2.3 Trip Generation and Distribution The following sections rely on data provided in the Institute of Transportation Engineers' (ITE) Trip Generation Manual (see References section). Detailed trip generation calculations are provided in Appendix B. 2.3.1 Proposed Trip Generation The city roadway network will see some increase in traffic volume from the proposed LORAC project. The weekday and Saturday peak hour trip generation values are based on the average trip rates within ITE data for a Golf Course (ITE land use code 430) and a Recreational Community Center (ITE land use code 495). For the recreation and aquatics center, the independent variable is the gross floor area (GFA), and the trips generated are estimated as the product of the ITE trip rates and the 62,900-square-foot building. PBS June 13,2022 7 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon The Lake Oswego Public Golf Course was closed November 2021, and therefore, the turning movement counts from February 2022 did not capture any trips related to the former 18-hole golf course. In other words, the February 2022 turning movement counts reflect conditions as if no golf course existed. Because there were no golf course trips, the total trip generation applied to the intersection analyses was not reduced or credited to account for the trips from the former golf course. For the 9-hole proposed golf course, the independent variable is the number of holes, and the trips generated are estimated as the product of the ITE trip rates and 9-hole proposed golf course. This accounts for the reduction from 18 holes to 9 holes of golf course use proposed with the build-out of the overall LORAC site. Table 4 presents the total trip generation estimates for the Lake Oswego Recreation &Aquatics Center and Golf Course. Table 4. Total Trip Generation for Lake Oswego Recreation &Aquatics Center and Golf Course Land Use Recreational Community Golf Course (ITE Code) Center (495) (430) Independent Total Trips for the Overall Variable Square Feet Holes LORAC Development Size 62,900 9 Peak Hour Trips ADT AM PM SAT ADT AM PM SAT ADT AM PM SAT In 906 79 74 36 137 13 14 13 1,043 92 88 49 Out 906 41 83 31 137 3 12 14 1,043 44 95 45 Total Trips 1,812 120 157 67 274 16 26 27 2,086 136 183 94 ADT = average daily trips Findings:The LORAC development and the 9-hole golf course is anticipated to generate 2,086 total vehicle trips during a typical weekday, including 136 trips during the AM peak hour and 183 trips during the PM peak hour, plus 94 trips during the SAT peak hour. These trips are added to the intersection operations analyses addressed later in this TIA. 2.3.2 Net New Trips The net new trips represent the net impacts to the roadway system between the former conditions with the 18-hole golf course and the proposed conditions with the LORAC and the 9-hole golf course.The net new trips estimate will align more closely with roadway users' experience and also will inform calculations of system development charges (SDCs). The trip generation described in Table 4 represents the total trips added to the traffic counts for the purpose of intersection analysis. For purpose of net new trip generation calculations for the site, trips for the former 18-hole golf course should be deducted from the total trips generated by the overall LORAC development. Table 5 presents the trip generation estimates for the former golf course based on the ITE Trip Generation Manual (see References).Table 5 also presents the net new trip calculations for the site. PBS June 13,2022 8 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Table 5. Net New Trip Generation Land Use Golf Course (ITE Code) (430) Net New Site Trips Total Trips for the Overall (Total LORAC Trips Independent LORAC Development Holes — Variable 18-Hole Golf Course Trips) Size 18 Peak Hour Trips ADT AM PM SAT ADT AM PM SAT ADT AM PM SAT In 1,043 92 88 49 273 25 28 27 770 67 60 22 Out 1,043 44 95 45 273 7 25 28 770 37 70 17 Total Trips 2,086 136 183 94 546 32 53 55 1,540 104 130 39 ADT = average daily trips Findings:The former 18-hole golf course generated 546 total vehicle trips during a typical weekday, including 32 trips during the AM peak hour and 53 trips during the PM peak hour, plus 55 trips during the SAT peak hour. Therefore, the net new trips generated by the site will be 1,540 trips during a typical weekday, including 104 trips during the AM peak hour and 130 trips during the PM peak hour, plus 39 trips during the SAT peak hour. 2.3.3 Proposed Trip Distribution The proposed distribution of new (primary) trips is based on a review of the land uses within the study area, on the distribution of existing traffic patterns, and on engineering judgment.The proposed distribution pattern, which was agreed upon with City staff during TIA scoping discussions, is as follows: • 70%to and from north of the site O 50%to and from McVey Avenue, northeast of South Shore Boulevard O 10%to and from South Shore Boulevard, northwest of Stafford Road O 5%to and from Sunny Hill Drive, west of Stafford Road O 5%to and from Bergis Road, east of Stafford Road • 30%to and from south of the site O 1%to and from Tree Top Lane, north of Overlook Drive O 4%to and from Overlook Drive, west of Tree Top Lane O 10%to and from Rosemont Road, east of Stafford Road O 15%to and from Stafford Road, south of Rosemont Road The distribution pattern above represents an external distribution of the proposed LORAC trips entering and exiting the study area. The distribution and assignment of the new trips at the LORAC are shown on Figure 6. 2.3.4 Proposed Trip Generation and Distribution for Rassekh Park For the Rassekh Park project, based on the proposed primary use as a soccer field, the weekday and Saturday peak hour trip generation values are based on the ITE land use for Soccer Complex(ITE 488). A Public Park (ITE 411) was considered but, based upon the primary use as a multi-purpose athletic field, ITE data for a Soccer Complex was chosen for the trip generation. The ITE 488 land use data include such amenities as "stadium seating, a fitness trail, an activities shelter, an aquatics center, picnic grounds, basketball and tennis courts, and a playground," so the ITE data are considered a reasonable model by which to estimate and capture trips generated by all uses and facilities at the Rassekh Park project. The ITE average trip rates are PBS June 13,2022 9 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon applied, and the independent variable is the number of fields.The independent variable is the number of soccer fields, and trips generated are estimated as the product of the ITE rates and the proposed 1 soccer field at the site's full build-out. Rassekh Park is anticipated to generate 72 vehicle trips during a typical weekday, including 1 during the AM peak hour and 17 during the PM peak hour, plus 37 trips during the SAT peak hour. The proposed distribution of new (primary) trips at Rassekh Park is based on a review of the land uses within the study area, on the distribution of existing traffic patterns, and on engineering judgment. The proposed distribution pattern, which was agreed upon with City staff during TIA scoping discussions, is as follows: • 15%to and from McVey Avenue, east of South Shore Boulevard • 5%to and from South Shore Boulevard, west of Stafford Road • 5%to and from Sunny Hill Drive, west of Stafford Road • 5%to and from Berg is Road, east of Stafford Road • 3%to and from Tree Top Lane, north of Overlook Drive • 20%to and from Overlook Drive, west of Tree Top Lane • 2%to and from the area west of the Rassekh Park along Meadowlark Lane and south of Overlook Drive • 15%to and from Rosemont Road, east of Stafford Road • 30%to and from Stafford Road, south of Rosemont Road The distribution pattern above represents an external distribution of the proposed Rassekh Park trips entering and exiting the study area. The distribution and assignment of the new trips at Rassekh Park are shown on Figure 8. 2.3.5 Future Volumes with Project Figure 7 presents the 2024 With Project volumes for the LORAC, or the sum of 2024 Without Project volumes and the net LORAC site-generated trips, for the weekday AM and PM, and SAT peak hours. Figure 9 presents the 2024 With Project volumes for both the LORAC and Rassekh Park, or the sum of 2024 Without Project volumes and the net site-generated trips for both projects, for the weekday AM and PM, and SAT peak hours. PBS June 13,2022 10 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 3 INTERSECTION OPERATIONS ANALYSES 3.1 Operations Description Traffic operations are assessed in terms of level of service (LOS), a concept developed by transportation engineers to qualify the level of operation of intersections and roadways (Highway Capacity Manual, see References). LOS measures are classified in grades "A"through "F," indicating a range of operation,with LOS "A" signifying the best level of operation and LOS "F" representing the worst level. LOS at unsignalized intersections is quantified in terms of average delay per vehicle, expressed in seconds per vehicle (s/veh). LOS "A" reflects full freedom of operation for a driver,while LOS "F" represents operational failure.The criteria are based on the theory of gap acceptance for stop-controlled approaches. The volume-to-capacity (v/c) ratio quantifies the portion of the theoretical capacity consumed by traffic demand volume.A v/c ratio of zero (0.00) reflects none of the capacity is consumed and all the capacity is fully available.A v/c ratio of one (1.00) reflects all the capacity is consumed and represents operational failure. The v/c ratio is typically calculated for an intersection approach lane, and the highest v/c ratio at an intersection is typically reported. 3.2 Operation Standards Per the City's ordinance amendment to the City's Comprehensive Plan (see References), LOS "E" in the peak hours is the minimum acceptable operation at arterial and major collector street intersections.This standard applies at all city intersections along Stafford Road, an arterial. For this TIA,the City's LOS E standard also is assumed to apply to intersections along Overlook Drive, a neighborhood collector, and to the proposed LORAC site driveways. At the Stafford Road/Atherton Drive/Rosemont Road intersection, the Clackamas County Comprehensive Plan, Table 5-2b (see References), imposes a maximum v/c ratio of 0.90 during weekday peak hours. Clackamas County staff have been notified of the LORAC project and of its potential impacts on the roundabout.A copy of the correspondence is provided in Appendix H. 3.3 Analysis Methodology Traffic impacts were estimated to determine the extent of change in traffic conditions caused by the development of this project. In making this determination, the following assumptions were employed: • As noted previously, the system peak hour conditions were applied and analyzed. The system peak hours were found to be 7:45 to 8:45 AM and 4:00 to 5:00 PM during the weekday and 1:00 PM to 2:00 PM on Saturday. • The heavy vehicle percentage (HV%) for each movement, as calculated from the count data, was applied for all analysis scenarios. A minimum value of 2%was assumed for each movement in the 2022 conditions. • Baseline traffic volumes on the surrounding street system were determined prior to adding the traffic impacts of the proposed project.This was done to establish a baseline for measuring the project impacts at the time of its development. Baseline traffic volume estimates were prepared for a two-year design horizon (the 2024 Without Project volumes). • As noted previously, trip generation estimates for the project were prepared for the weekday AM and PM peak hours on the surrounding street system. A SAT peak hour was included for weekend analysis. PBS June 13,2022 11 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon • Cumulative traffic impacts of the proposed project were determined by superimposing the project-generated traffic onto the background weekday AM and PM, and weekend SAT peak traffic at all studied intersections.These are termed the 2024 With Project conditions. • The LOS for all signalized and stop-controlled intersections was calculated with Trafficware's Synchro software, Version 10, based on Highway Capacity Manual (HCM, see References) methodologies. • The LOS for the roundabout intersection was calculated with Akcelik Associates' SIDRA Intersection software, Version 9, based on HCM settings. • Intersection results are reported differently depending on the control type. o Two-way stop-controlled intersection results report the critical movement LOS, delay, and v/c ratio. o All-way stop-controlled, roundabout, and signalized intersection results report the overall intersection LOS and delay as well as the critical lane v/c ratio. 3.4 Level of Service Analyses LOS calculation reports for the study area intersections are provided in Appendix C.The key analysis findings are listed in the following tables. 3.4.1 2022 Existing Conditions Table 6 reports the existing LOS for each intersection within the study area for the 2022 existing volumes during the AM, PM, and SAT peak hours. Table 6. Estimated 2022 Level of Service for Existing Conditions INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Stafford Rd/ Rosemont Rd/ 1 Atherton Dr v/c 0.90 B 10.6 0.621 B 11.5 0.690 A 7.9 0.462 (WB/NB/SB) Stafford Rd/ Overlook Dr 2 LOS E B 12.5 0.71 B 10.9 0.61 B 11.2 0.59 (NB TH-RT/SB TH/SB TH) Stafford Rd/ 3 Bergis Rd LOS E E 35.6 0.505 C 19.2 0.208 C 16.6 0.113 (WB) Stafford Rd/ 4 Sunny Hill Dr LOS E C 15.2 0.156 B 13.3 0.086 B 13.3 0.085 (EB) Stafford Rd -- McVey Ave/ 5 South Shore LOS E B 18.0 0.79 B 18.5 0.78 B 14.7 0.75 Blvd (SB TH-RT) PBS June 13,2022 12 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Meadowlark Ln -- Tree Top Ln/ 6 Overlook Dr LOS E B 14.4 0.578 A 8.7 0.292 A 8.5 0.251 (EB) Stafford Rd/ 7 North LORAC LOS E NA NA NA NA NA NA NA NA NA Driveway South LORAC 8 Driveway/ LOS E NA NA NA NA NA NA NA NA NA Overlook Dr Rassekh Park 9 Driveway/ LOS E NA NA NA NA NA NA NA NA NA Atherton Dr NA= intersection does not yet exist in this scenario As shown in Table 6, all studied intersections currently operate at an acceptable LOS during the weekday AM and PM peak hours and the SAT peak hour. 3.4.2 2024 Future Conditions Without Project Table 7 reports the future LOS for each intersection within the study area for the 2024 Without Project volumes during the AM, PM, and SAT peak hours. Table 7. Estimated 2024 Level of Service Without Project INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Stafford Rd/ Rosemont Rd/ 1 Atherton Dr v/c 0.90 B 10.9 0.640 B 12.0 0.705 A 8.1 0.474 (WB/NB/SB) Stafford Rd/ Overlook Dr 2 LOS E B 12.7 0.72 B 11.3 0.63 B 11.3 0.62 (NB TH-RT/SB TH/NB TH-RT) Stafford Rd/ 3 Bergis Rd LOS E E 38.3 0.531 C 19.7 0.217 C 16.9 0.119 (WB) Stafford Rd/ 4 Sunny Hill Dr LOS E C 15.5 0.162 B 13.4 0.089 B 13.4 0.088 (EB) Stafford Rd -- McVey Ave/ 5 South Shore LOS E B 18.6 0.80 B 19.1 0.84 B 15.1 0.76 Blvd (SB TH-RT) aq PBS June 13,2022 13 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Meadowlark Ln -- Tree Top Ln/ 6 Overlook Dr LOS E B 14.8 0.596 A 8.7 0.298 A 8.6 0.256 (EB) Stafford Rd/ 7 North LORAC LOS E NA NA NA NA NA NA NA NA NA Driveway South LORAC 8 Driveway/ LOS E NA NA NA NA NA NA NA NA NA Overlook Dr Rassekh Park 9 Driveway/ LOS E NA NA NA NA NA NA NA NA NA Atherton Dr NA= intersection does not yet exist in this scenario As shown in Table 7, all studied intersection will operate at an acceptable LOS in the 2024 year of opening Without Project conditions during the weekday AM and PM peak hours and the SAT peak hour. 3.4.3 2024 Future Conditions With Project(LORAC) Table 8 reports the future LOS for each intersection within the study area for the 2024 With Project (LORAC) volumes during the AM, PM, and SAT peak hours. Table 8. Estimated 2024 Level of Service With Project (LORAC) INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Stafford Rd/ Rosemont Rd/ 1 Atherton Dr v/c 0.90 B 11.5 0.665 B 12.7 0.727 A 8.3 0.486 (WB/NB/SB) Stafford Rd/ Overlook Dr 2 LOS E B 12.8 0.74 B 11.5 0.65 B 11.4 0.63 (NB TH-RT/SB TH/NB TH-RT) Stafford Rd/ 3 Bergis Rd LOS E E 43.1 0.568 C 23.6 0.271 C 18.4 0.138 (WB) Stafford Rd/ 4 Sunny Hill Dr LOS E C 16.8 0.192 B 14.4 0.107 B 13.9 0.098 (EB) aq PBS June 13,2022 14 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Stafford Rd -- McVey Ave/ South Shore 5 Blvd LOS E B 20.0 0.84 C 20.5 0.85 B 15.7 0.78 (SB TH-RT/EB RT/SB TH-RT) Meadowlark Ln -- Tree Top Ln/ 6 Overlook Dr LOS E C 15.1 0.606 A 8.8 0.302 A 8.6 0.26 (EB) Stafford Rd/ North LORAC 7 LOS E E 37.9 0.318 D 27.2 0.356 C 19.8 0.155 Driveway' (EB) South LORAC 8 Driveway/ LOS E B 13.7 0.013 B 10.2 0.015 B 10.2 0.007 Overlook Dr (SB) Rassekh Park 9 Driveway/ LOS E NA NA NA NA NA NA NA NA NA Atherton Dr (SB) NA= intersection does not yet exist in this scenario 1 Conditions are reported based on a single EB exiting lane.The proposed condition,with separate left-and right-turn exiting lanes,would operate at similar levels. As shown in Table 8, all studied intersection will operate at an acceptable LOS in the 2024 year of opening With Project conditions (with the LORAC) during the weekday AM and PM peak hours and the SAT peak hour. 3.4.4 2024 Future Conditions With Both Projects(LORAC and Rassekh Park) Table 9 reports the future LOS for each intersection within the study area for the 2024 With Both Projects (LORAC and Rassekh Park) volumes during the AM, PM, and SAT peak hours. Table 9. Estimated 2024 Level of Service With Both Projects INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Stafford Rd/ 1 Rosemont Rd/ v/c 0.90 B 11.5 0.665 B 12.9 0.733 A 8.5 0.495 Atherton Dr (WB/NB/SB) Stafford Rd/ Overlook Dr 2 LOS E B 12.8 0.74 B 11.5 0.65 B 11.4 0.63 (NB TH-RT/SB TH/NB TH-RT) aq PBS June 13,2022 15 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon INTERSECTION AM Peak Hour PM Peak Hour SAT Peak Hour Operating # (critical lane Standard LOS Delay v/c LOS Delay v/c LOS Delay v/c group) (s/veh) (s/veh) (s/veh) Stafford Rd/ 3 Bergis Rd LOS E E 43.1 0.568 C 24.0 0.278 C 18.7 0.144 (W8) Stafford Rd/ 4 Sunny Hill Dr LOS E C 16.8 0.192 B 14.4 0.109 B 14.0 0.101 (EB) Stafford Rd -- McVey Ave/ South Shore 5 Blvd LOS E C 20.0 0.84 C 20.5 0.85 B 15.8 0.78 (S8 TH-RT/WB /S8 TH-RT) Meadowlark Ln -- Tree Top Ln/ 6 Overlook Dr LOS E C 15.1 0.606 A 8.8 0.306 A 8.7 0.265 (EB) Stafford Rd/ North LORAC 7 LOS E E 37.9 0.318 D 27.5 0.358 C 20.1 0.158 Driveway' (EB) South LORAC 8 Driveway/ LOS E B 13.7 0.013 B 10.2 0.015 B 10.2 0.007 Overlook Dr (S8) Rassekh Park 9 Driveway/ LOS E - - - A 8.8 0.007 A 8.9 0.022 Atherton Dr2 (S8) 1 Conditions are reported based on a single EB exiting lane.The proposed condition,with separate left-and right-turn exiting lanes,would operate at similar levels. 2 The intersection is not anticipated to have southbound exiting vehicles during the AM peak hour, leaving only uncontrolled movements with non-zero volumes.Thus,the HCM methodology identifies negligible delay and provides no LOS results. As shown in Table 9, all studied intersections will operate at an acceptable LOS in the 2024 year of opening With Both Projects conditions (the LORAC and Rassekh Park) during the weekday AM and PM peak hours and the SAT peak hour. Findings:All studied intersections will operate at an acceptable LOS through the 2024 year of opening With Both Projects conditions (the LORAC and Rassekh Park) during the weekday AM and PM peak hours and the SAT peak hour. 3.5 Queueing Analysis Queuing analysis was performed to evaluate queue storage adequacy. Simulated 95th percentile queues were estimated using Trafficware's SimTraffic software (Version 10) and ODOT Analysis Procedures Manual (see PBS June 13,2022 16 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon References) methodologies. Available storage is rounded to the nearest 5 feet, and queue demand is rounded to the nearest 25 feet, the average length of a queued vehicle. The following three tables summarize queuing analysis results for each peak hour. Results are provided for each signalized, stop-controlled, or yield-controlled lane. Data output sheets from all queuing calculations are included in Appendix D. Table 10.AM Peak Hour Intersection Queueing Analysis 95th Percentile Queue (Feet) Available 2024 2024 2024 # Intersection Approach Movement(s) Storage 2022 With Without With (Feet) Existing Both Project Project Projects EB L/T/R 1,000+ 50 50 50 50 Stafford Rd/ I WB L/T/R 1,000+ 125 150 200 175 1 Rosemont Rd/ Atherton Dr NB L/T/R 1,000+ 100 100 100 125 SB L/T/R 1,000+ 100 100 100 100 EB L 200 100 100 100 100 T/R 200 50 50 75 75 WB L 80 25 25 25 25 T/R 250 25 25 50 50 2 Stafford Rd/ L 155 75 75 75 75 Overlook Dr NB T/R 1,000+ 125 125 150 150 L 130 25 25 25 50 SB T 1,000+ 125 125 150 150 R 130 100 100 100 100 3 Stafford Rd/ WB L/R 350 75 75 100 100 Bergis Rd SB L/T 250 50 50 75 75 Stafford Rd/ EB L/R 100 50 50 50 50 4 Sunny Hill Dr NB L/T 275 75 75 100 100 EB L/T 220 150 150 150 175 R 200 50 50 75 75 Stafford Rd WB L/T/R 50 <25 <25 <25 <25 5 McVey Ave/ L 155 75 75 100 100 South Shore NB T/R 1,000+ 150 150 175 175 Blvd SB L 250 <25 <25 <25 <25 T/R 350 250 250 275 300 EB L/T/R 470 100 100 125 125 Meadowlark Ln WB L/T/R 660 100 100 125 125 6 Tree Top Ln/ NB L/T/R 1,000 50 50 50 75 Overlook Dr SB L/T/R 950 50 75 75 75 Stafford Road/ EB1 L/R 75 0 0 75 75 7 North LORAC Driveway NB L 100 0 0 50 50 South LORAC EB L/T 1,000+ 0 0 25 25 8 Driveway/ Overlook Drive 1 SB L/R 250 0 0 25 25 aq PBS June 13,2022 17 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 95th Percentile Queue (Feet) Available 2024 2024 2024 # Intersection Approach Movement(s) Storage 2022 With Without With (Feet) Existing Both Project Project Projects Rassekh Park EB LIT 700 0 0 0 0 9 Driveway/ Atherton Dr SB L/R 200 0 0 0 0 1 Conditions are reported based on a single EB exiting lane.The proposed condition,with separate left-and right-turn exiting lanes,would show similar or shorter queues. As shown in Table 10, no queueing concerns were identified during the AM peak hour analysis scenarios. Table 11. PM Peak Hour Intersection Queueing Analysis 95th Percentile Queue (Feet) Available 2024 2024 2024 # Intersection Approach Movement(s) Storage 2022 With Without With (Feet) Existing Both Project Project Projects EB L/T/R 1,000+ 50 50 50 50 Stafford Rd/ WB L/T/R 1,000+ 75 75 75 75 1 Rosemont Rd/ Atherton Dr I NB L/T/R 1,000+ 300 300 450 400 SB L/T/R 1,000+ 150 175 175 175 EB L 200 75 75 75 75 T/R 200 75 75 100 100 WB L 80 50 50 25 25 T/R 250 50 50 50 50 2 Stafford Rd/ L 155 50 50 50 50 Overlook Dr NB T/R 1,000+ 100 100 100 100 L 130 75 75 50 50 SB T 1,000+ 200 175 175 175 R 130 75 50 50 75 Stafford Rd/ WB L/R 350 75 50 50 75 3 Bergis Rd SB L/T 250 50 50 50 50 4 Stafford Rd/ EB L/R 100 50 50 50 50 Sunny Hill Dr NB L/T 275 50 50 75 75 EB L/T 220 150 150 175 175 R 200 75 50 50 75 Stafford Rd I WB L/T/R 50 50 50 50 50 5 McVey Ave/ L 155 50 50 50 75 South Shore NB T/R 1,000+ 125 125 150 150 Blvd SB L 250 25 25 25 25 T/R 350 250 250 275 325 EB L/T/R 470 75 75 75 75 Meadowlark Ln I WB L/T/R 660 75 75 75 75 6 Tree Top Ln/ I NB L/T/R 1,000 50 50 50 50 Overlook Dr I SB L/T/R 950 50 50 50 50 aq PBS June 13,2022 18 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Stafford Road/ 1 EB' L/R 75 0 0 75 75 7 North LORAC Driveway NB L 100 0 0 25 50 South LORAC EB L/T 1,000+ 0 0 <25 <25 8 Driveway/ Overlook Drive SB L/R 250 0 0 <25 25 Rassekh Park EB LIT 700 0 0 0 <25 9 Driveway/ Atherton Dr I SB L/R 200 0 0 0 <25 'Conditions are reported based on a single EB exiting lane.The proposed condition,with separate left-and right-turn exiting lanes, would show similar or shorter queues. As shown in Table 11, no queueing concerns were identified during the PM peak hour analysis scenarios. Table 12. SAT Peak Hour Intersection Queueing Analysis 95th Percentile Queue (Feet) Available 2024 2024 2024 # Intersection Approach Movement(s) Storage 2020 With Without With (Feet) Existing Both Project Project Projects EB L/T/R 1,000+ 25 25 50 50 Stafford Rd/ L/T/R 1,000+ 100 100 75 75 1 Rosemont Rd/ i WB NB L/T/R 1,000+ 100 100 75 100 Atherton Dr SB L/T/R 1,000+ 125 125 125 125 EB L 200 50 50 75 75 T/R 200 75 75 75 75 WB L 80 50 50 50 50 T/R 250 50 50 50 50 2 Stafford Rd/ L 155 50 50 50 50 Overlook Dr NB T/R 1,000+ 125 125 125 125 L 130 50 50 50 50 SB T 1,000+ 150 150 150 150 R 130 50 50 75 75 3 Stafford Rd/ WB L/R 350 50 50 50 50 Bergis Rd SB L/T 250 50 50 50 50 4 Stafford Rd/ EB L/R 100 50 50 50 50 Sunny Hill Dr NB L/T 275 50 50 75 50 EB L/T 220 100 125 125 100 R 200 50 50 50 50 Stafford Rd WB L/T/R 50 25 50 25 25 5 McVey Ave/ L 155 50 50 50 50 South Shore NB T/R 1,000+ 125 125 125 125 Blvd SB L 250 25 25 25 25 T/R 350 200 225 200 200 EB L/T/R 470 50 50 50 50 Meadowlark Ln I WB L/T/R 660 50 75 50 75 6 Tree Top Ln/ I NB L/T/R 1,000 50 50 50 50 Overlook Dr I SB L/T/R 950 50 50 50 50 aq PBS June 13,2022 19 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 95th Percentile Queue (Feet) Available 2024 2024 2024 # Intersection Approach Movement(s) Storage 2020 With Without With (Feet) Existing Both Project Project Projects Stafford Road/ EB1 L/R 75 0 0 50 50 7 North LORAC Driveway NB L 100 0 0 25 25 South LORAC EB LIT 1,000+ 0 0 <25 <25 8 Driveway/ Overlook Drive SB L/R 250 0 0 <25 25 Rassekh Park EB LIT 700 0 0 0 0 9 Driveway/ Atherton Dr SB L/R 200 0 0 0 50 1 Conditions are reported based on a single EB exiting lane.The proposed condition,with separate left-and right-turn exiting lanes,would show similar or shorter queues. As shown in Table 12, no queueing concerns were identified during the SAT peak hour analysis scenarios. Findings: No queueing concerns were identified during the AM, PM, or SAT peak hour analysis scenarios. 3.6 Traffic Signal Warrants A signal warrant evaluation was prepared for the Stafford Road/Bergis Road intersection. At the request of City engineering staff, Figure 4C-1 of the Federal Highway Administration's Manual on Uniform Traffic Control Devices (MUTCD, see References) was used to evaluate the four-hour warrant conditions. For this evaluation, the 2022 Existing counts were used as the basis of the data, segregating the volumes into four hours: 7:00 to 8:00 AM, 8:00 to 9:00 AM,4:00 to 5:00 PM, and 5:00 to 6: 00 PM. Background growth (at 1% per year for two years) volumes were added, then the peak hour site trips from both the LORAC and Rassekh Park projects were added.This gives a conservative estimate since the site trips would logically be lower than the peak during one or the other hour. The resulting volumes are plotted on MUTCD Figure 4C-1, which is provided in Appendix E. Finding:A traffic signal is not warranted at the Stafford Road/Bergis Road intersection based on the 2024 With Both Projects scenario volumes. None of the hours for which 2024 With Both Projects scenario volumes were estimated meet the warrant conditions. PBS June 13,2022 20 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 4 SAFETY ANALYSIS 4.1 Left-Turn Storage Analysis The criteria for the provision of left-turn lanes at uncontrolled intersection approaches are based on the ODOT Analysis Procedures Manual (see References), Exhibit 12-1, Left-Turn Lane Criterion, Texas Transportation Institute Curves.The exhibit provides guideline curves for posted speeds of 35, 45, and 55 mph. The posted speed along Stafford Road is 35 mph within the study area. Appendix F presents the approaches that met the criteria for left-turn lanes. Finding:One approach meets the ODOT volume criteria for a left-turn lane: northbound Stafford Road at the North LORAC Driveway, at 2024 With Project conditions.The LORAC project proposes to construct a northbound left-turn lane along Stafford Road with the site development. Recommendation: Provide a northbound left-turn lane, as currently proposed, at the Stafford Road/North LORAC Driveway intersection. A minimum of 100 feet storage length is required. 4.2 Right-Turn Treatment Analysis The criteria for the analysis of right-turn lanes at uncontrolled intersection legs are based on the ODOT Analysis Procedures Manual (see References), Right-Turn Lane Criterion (Exhibit 12-2). Appendix F presents the approach that meets the criteria for right-turn lanes. One approach meets the volume criterion for a right-turn lane: southbound Stafford Road at the North LORAC Driveway, at 2024 With Both Projects conditions. However, a right-turn lane will conflict with the existing multi-use trail and the adjacent cemetery.The need for the right-turn lane was further evaluated, and omitting the lane was found to be low risk due to the adequate available sight distances, the urban traffic conditions, and the challenging implementation conditions.Thus, no right-turn lane is recommended. Finding: No right-turn lanes are necessary at the studied intersections. 4.3 Collision Analysis Collision data from the study area was obtained from ODOT for the five-year period spanning from January 2015 through December 2019.This analysis assumes that a collision rate less than the critical collision rate for the intersection is typically considered to be within acceptable parameters. A collision rate above the critical rate is worthy of further examination.Table 13 presents the results of the collision analysis. Table 13. Collision Analysis for Study Area Intersections (January 2015 through December 2019) Intersection Angle Pedestrian Rear-End Total Collison Critical Collisions Rate Rate Stafford Road/Rosemont 1 0 2 3 0.07 0.79 Road/Atherton Drive Stafford Road/Overlook 1 2 3 6 0.19 0.81 Drive Stafford Road/Bergis Road 5 0 1 6 0.26 0.85 PBS June 13,2022 21 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon Intersection Angle Pedestrian Rear-End Total Collison Critical Collisions Rate Rate Stafford Road/Sunny Hill 0 0 0 0 N/A N/A Drive Stafford Road -- McVey Avenue/South Shore 1 0 3 4 0.13 0.81 Boulevard Meadowlark Lane -- Tree 1 0 0 1 0.07 0.90 Top Lane/Overlook Drive Stafford Road/North 0 0 0 0 N/A N/A LORAC Driveway To calculate the collision rate, the PM peak hour total entering volumes from the existing turning movement counts were multiplied by 10 to provide an approximation of the average daily trips. Detailed calculations of critical rates and collision rates are provided in Appendix G. As shown in Table 13, all the calculated collision rates are lower than the critical rates. Because of the low number of crashes and lack of serious injuries at the intersections within the study area, no significant pattern was found. Findings:The 2015-2019 collision history at the study intersections was reviewed; all intersections have collision rates lower than the critical rate, and no patterns of collision types or of severe collisions were identified. 4.4 Transit, Pedestrian, and Bicycle Facilities Most roadways within the study area have either sidewalks or multi-use paths on both sides for pedestrians. Bicycle lanes are not as plentiful, with only McVey Avenue having a bicycle lane, intermittent portions of Stafford Road having either a multi-use path or a bicycle lane, and Rosemont Road having a multi-use path on its north side.Wherever sidewalks and curb ramps are constructed, it is required the resulting facilities be compliant with the current guidelines of the Americans with Disabilities Act (ADA). Public transportation is available through TriMet, with the Lake Oswego Transit Center being approximately 2.3 miles north of the site. The closest bus stops (near the Stafford Road -- McVey Avenue/South Shore Boulevard intersection) are approximately 0.8 mile north of the site, where TriMet route 36 connects between Tualatin and Lake Oswego (via South Shore Boulevard and McVey Avenue) during the weekday morning and afternoon peak periods. Certain transit runs extend service to downtown Portland (Pioneer Courthouse Square) from the Lake Oswego Transit Center. Findings: Pedestrian facilities are readily available, bicycle facilities are intermittent, and the closest transit stops (near the Stafford Road -- McVey Avenue/South Shore Boulevard intersection) are approximately 0.8 mile north of the project site. Improvements are recommended for the Stafford Road/Bergis Road intersection. The evaluation conducted for this intersection is based on the methodology and guidance provided on Federal Highway Administration's (FHWA) Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations (see PBS June 13,2022 22 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon References). This evaluation is based on best practices and Tables 1 and 2 found on pages 16 and 17 of the above-mentioned report and focused on the speed limit and volume of traffic on Stafford Road and the risk it poses for pedestrians to cross Stafford Road. Other factors that went into this recommendation include existing pedestrian trips during the peak hours and assumes additional pedestrian trips will be generated by the LORAC. Based on these findings, an enhanced crossing is recommended on Stafford Road at Bergis Road. Recommendations:At the Stafford Road/Bergis Road intersection: • Install a high-visibility crosswalk across the north leg of the intersection to connect the Bergis Road sidewalks with the multi-use path along southbound Stafford Road. In addition, install a high-visibility crosswalk on the east leg of the intersection to connect the Bergis Road sidewalks to each other. • Install advance pedestrian warning signs (signs W11-15 with W16-9P in the MUTCD, see References) to be located 150 feet in advance of the crosswalk across Stafford Road. • Supplement the high-visibility crosswalk across Stafford Road with a rectangular rapid-flashing beacon (RRFB). Recommendations:Assure all driveways, sidewalks, crosswalks, and curb ramps constructed or modified with the project comply with the current ADA guidelines. 4.5 Sight Distance at Site Access Locations The LORAC's site access on Stafford Road is currently in place as the golf course driveway.The proposed southern access on Overlook Drive is present but not fully built out.The sight distances were evaluated digitally at both access locations.The generally flat terrain and straight alignment of Overlook Drive suggest that adequate sight distances should be achievable through design and construction of the proposed access road on Overlook Drive. No sight distance limitations were identified at the existing access on Stafford Road. No other physical limitations exist such as vertical curves or steep embankments to obstruct existing or future sight distance. It is recommended to design the proposed access points in accordance with Chapter 9.5.3 of the American Association of State Highway and Transportation Officials' (AASHTO, see References) Geometric Design guidelines for intersection sight distance. Install no objects within the sight distance triangles that would block exiting drivers'view of approaching traffic. Finding: Digital review of the current conditions along Overlook Drive suggests that adequate sight distances should be achievable through trimming existing vegetation, design, and construction of the proposed access intersection. No sight distance limitations were identified at the existing access intersection on Stafford Road. Recommendation: Design the project access points consistent with Chapter 9.5.3 of the AASHTO Geometric Design guide for intersection sight distance. Install no objects within the sight distance triangles that would block exiting drivers'view at the access points. PBS June 13,2022 23 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 5 FINDINGS SUMMARY The findings of this TIA are summarized below. 5.1 Existing Traffic Volumes Intersection turning movement counts informing this TIA were collected in February 2022. No COVID-19 adjustments or volume balancing were applied to the data.The system peak hours were calculated to occur at 7:45-8:45 AM (weekday AM peak hour), at 4:00-5:00 PM (weekday PM peak hour), and at 1:00-2:00 PM (SAT peak hour).The unadjusted system peak hour data were used in the analyses. 5.2 Future Traffic Volumes Increase Traffic volumes in the study area will continue to increase without or with the projects. Generic background growth was estimated to add approximately 2%to the existing traffic counts between the existing year (2022) and the projected year (2024) of the LORAC's completion. 5.3 Access and Circulation The existing North LORAC Driveway on Stafford Road will permit all movements, and the proposed South LORAC Driveway on Overlook Drive will permit all movements. On-site vehicle circulation will occur predominantly in a counterclockwise direction. On-site walkways and bicycle parking will accommodate circulation for pedestrians and cyclists. 5.4 Trip Generation The LORAC development and the 9-hole golf course is anticipated to generate 2,086 total vehicle trips during a typical weekday, including 136 trips during the AM peak hour and 183 trips during the PM peak hour, plus 94 trips during the SAT peak hour. 5.5 Net New Trips The former 18-hole golf course generated 546 total vehicle trips during a typical weekday, including 32 trips during the AM peak hour and 53 trips during the PM peak hour, plus 55 trips during the SAT peak hour. Therefore, the net new trips generated by the site will be 1,540 trips during a typical weekday, including 104 trips during the AM peak hour and 130 trips during the PM peak hour, plus 39 trips during the SAT peak hour. 5.6 Level of Service Analysis All studied intersections will operate at an acceptable LOS through the 2024 year of opening With Both Projects conditions (the LORAC and Rassekh Park) during the weekday AM and PM peak hours and the SAT peak hour. 5.7 Queuing Analysis No queueing concerns were identified during the AM, PM, or SAT peak hour analysis scenarios. 5.8 Traffic Signal Warrant Evaluation A traffic signal is not warranted at the Stafford Road/Bergis Road intersection based on the 2024 With Both Project scenario volumes. None of the hours for which 2024 With Both Project scenario volumes were estimated meet the warrant conditions. 5.9 Left-Turn Lane Evaluation One approach meets the ODOT volume criteria for a left-turn lane: northbound Stafford Road at the North LORAC Driveway, at 2024 With Project conditions.The LORAC project proposes to construct a northbound left-turn lane along with the site development. PBS June 13,2022 24 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 5.10 Right-Turn Lane Evaluation No right-turn lanes are necessary at the studied intersections. 5.11 Collision Analysis The 2015-2019 collision history at the study intersections was reviewed; all intersections have collision rates lower than the critical rate, and no patterns of collision types or of severe collisions were identified. 5.12 Transit, Pedestrian, and Bicycle Facilities Pedestrian facilities are readily available, bicycle facilities are intermittent, and the closest transit stops (near the Stafford Road -- McVey Avenue/South Shore Boulevard intersection) are approximately 0.8 mile from the project site. 5.13 Driveway Sight Distance Digital review of the current conditions along Overlook Drive suggests that adequate sight distances should be achievable through trimming existing vegetation, design, and construction of the proposed access intersection. No sight distance limitations were identified at the existing access intersection on Stafford Road. PBS June 13,2022 25 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 6 RECOMMENDATIONS SUMMARY This TIA supports the following recommendations. 6.1 Construct Left-Turn Lane Provide a northbound left-turn lane, as currently proposed, at the Stafford Road/North LORAC Driveway intersection. 6.2 Enhance Pedestrian Facilities Provide pedestrian improvements at the Stafford Road/Bergis Road intersection: • Install a high-visibility crosswalk across the north leg of the intersection to connect the Bergis Road sidewalks with the multi-use path along southbound Stafford Road. In addition, install a high-visibility crosswalk on the east leg of the intersection to connect the Bergis Road sidewalks to each other. • Install advance pedestrian warning signs (signs W11-15 with W16-9P in the MUTCD) to be located 150 feet in advance of the crosswalk across Stafford Road. • Supplement the high-visibility crosswalk across Stafford Road with an RRFB. 6.3 Provide for Accessibility Assure all driveways, sidewalks, crosswalks, and curb ramps constructed or modified with the project comply with the current ADA guidelines. 6.4 Maintain Clear Sight Lines Design the project access points consistent with Chapter 9.5.3 of the AASHTO Geometric Design guide for intersection sight distance. Install no objects within the sight distance triangles that would block exiting drivers'view at the access points. PBS June 13,2022 26 PBS Project 71637.000 Recreation&Aquatics Center Revised TIA 17525 Stafford Road City of Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 7 REFERENCES American Association of State Highway and Transportation Officials (AASHTO). (2018).A Policy on the Geometric Design of Highways and Streets, 7th Edition. Blackburn, L., Zegeer, C., & Brookshire, K. (2017). Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations (FHWA-SA-17-072). City of Lake Oswego. (Effective January 5, 2017). Ordinance No. 2725, Ordinance of the Lake Oswego City Council Amending the Connected Community Chapter of the Comprehensive Plan, the Community Development Code, and the Transportation System Plan to ensure consistency(LU 16-0025). Clackamas County Comprehensive Plan. (Accessed March 16, 2022). https://www.clackamas.us/planning/comprehensive.html Federal Highway Administration (FHWA). (2009 Edition with May 2012 Revisions). Manual on Uniform Traffic Control Devices (MUTCD). Institute of Transportation Engineers. (2021). Trip Generation Manual, 11th Edition. Oregon Department of Transportation (ODOT). (October 2020). ODOT Analysis Procedures Manual, Version 2. Transportation Research Board, National Research Council. (2016). Highway Capacity Manual (HCM), 6th Edition. PBS June 13,2022 27 PBS Project 71637.000 Figures Traffic Impact Analjsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon McVEY AVENUE SOUTH SHORE Y ��BOULEVARD STAFFORD TREE SITE ROAD TOP SUNNY HILL DRIVE LANE SW BERGIS ROAD OVERLOOK DRIVE ATHERTON DRIVE ROSEMONT ROAD h 1-205 NTS IFIGURE 1 Vicinity Map Lake Oswego Parks and Recreation - Recreation and Aquatics Center Si PBS April 2022 PBS Project 71637 000 Traffic Impact Analysis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon 5 ..— CLOYHILEA5P�I WSTING DRIVING F RANGE $ \ / A WGTNJG v1 '� CLUBHOUSE _,. ♦ r tirrAts \ GOLF COURSE ,,{{��(00 - L -.• r•-wi` ➢y/ .o..,..�, BY OTHERS I/ O A'�. 6 i�,..,. w.> \ N f� / �/ NORTH LORAC DRIVEWAY 4, a., / ll\�//� MAINTENANCE � ��� —_1 x �/ P� $4,„4: .m BUILDING L /� X O �, / ��1' •'�aR.�a- \ /•\ BY OTHERS �r0* . at, , x-..., LAKE OSWEGC RECREATION& �l y I, f \ •\ !% % AQUATICS BUILDING K [Y�►v �4, /.,1.'�\ �- 00, I'•° 1• ... TOTAL PARKING STALLS: LORAC=177 STALLS LANE OSWEGD _-. ,r GOLF MAINTENANCE YARD =6 STALLS SCHOOL DISTRICT I%.„,,, IIII ,� •,1u," PROPERTYit, 4$ ✓i/` TOTAL=183 STALLS SOUTH LORAC DRIVEWAYS � . /j� TOTAL AREA WITHIN LIMIT OF WORK: 9.57 ACRES/416,869 SF /� s is ,# LANDSCAPE AREA: 6.3 ACRES/274,468 SF WI(& • .''t* b' . ,-� I r, gl QII * "_' �� PERCENTAGE OF LANDSCAPE AREA WITHIN LIMIT OF WORK: 66% (I ,, OVERLOOK DRIVE -„mow""" LORAC BUILDING AREA: 62,900 SF ' NTS '"" !FIGURE 2 Site Plan Lake Oswego Parks and Recreation -Recreation and Aquatics Center El PBS April 2022 PBS Project 71637.000 Traffic Impact Anal jsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE SOUTH SHORE BLVDs 5 ` ® .5� — ► 2 fr� 3 SUNNY HILL DR VN:::>...... 4V•* r 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road SITE 0 3 A NORTH A Al LORAC li- 444 DRIVEWAY111/1 ---'ABERGIS RD LN ! TREE TOP SOUTH7 4 II6 �DRIVEWAY l� l� STAFFORD RDt AL I I� OVERLOOK DR 8 , 2 SW MEADOWLARK LN Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE DR MAINTENANCE ENTRANCE Sunny Hill Drive South Shore Boulevard Overlook Drive FUTURE RASSEKH PARK DRIVEWAY 41, 41, ROSEMONT RD ATHERTON DR /r g 1 LEGEND 7 0 INTERSECTION 1 OROUNDABOUT / • STOP SIGN / 1 ® TRAFFIC SIGNAL 1\4. ka! Stafford Road/ South LORAC Driveway/ Rassekh Park Driveway/ A YIELD SIGN NTS North LORAC Driveway Overlook Drive Atherton Drive IFIGURE 3 Existing Lane Configuration and Traffic Controls Lake Oswego Parks and Recreation - Recreation and Aquatics Center Si PBS April 2022 PBS Project 71637 000 Traffic Impact Analjsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE [407] [13] [0][389] [71] [0] [731 [332] [38] (4)(397)(149)(1) (68)(404)(58) (482) (22) 4 282 42 1 241 253 14 441 12 Q A >[# i 1 j SOUTH SHORE BLVD [o] (0) 0 148(100)[108 5 [6] (2) 7 .1--5 (2) [2] [661 (97)131 7 (39)[48] 22(13)[11] [6](19) 9—1. 258(198)[186] [151 (30) 7 ► 23 (28)[18] 3 [15](14)27 0 (0) [0] [90](124)79 5 (22)[54] 72(52)[26] SUNNY HILL DR 1 5 1 5 17 411 120 130 402 17 (4)(12)(293)(369) (63)(295) (18) 5 (393) (45) [30][27][305][169] [84][307] [53] [415] [23] [415] [23] 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road / SITE ,♦ 3 [13] [4001 [171] [3821[43l[ I21 [51 [281 (17) (467) (196)(445)(8 (q) (9) (Zg) 277 352 1 3 12 105 NORTH LORAC DRIVEWAY 7 406 7 TREE TOP LN BERGIS RD [10] (8)10 [179](260)257--4 7] [5] (3) 7� 65 (30) [23] ! SOUTH - 4 C8] (4) 0-► 5 [ (204)217 19)z38—► 6 �—126(7) [11] LORAC [za](32)44 [48] (54) 56 3] [19] (19) 38� 12 (7) [11]DRIVEWAYSTAFFORD RD RROVERLOOK DR / , 2 3e 4061 25 1113 8(9. (29) (380) (42)(355) (5 (12) (5) (5) SW MEADOWLARK LN [17] [400] [37][377] [4 [15] [6] [5] 7 Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE DR MAINTENANCE ENTRANCE Sunny Hill Drive South Shore Boulevard Overlook Drive [439] Illik FUTURE RASSEKH PARK DRIVEWAY (531) 506 ROSEMONT RD 1 ATHERTON DR /r 9 1 7 [171](251)217--►8.1--374(151)[176] [27] (35) 43--► 9 --26(18) [29] LEGEND t 552 0 INTERSECTION t �� (451) XXX AM PEAK HOUR 1 [423] (XXX) PM PEAK HOUR 4.ZI J Stafford Road/ South LORAC Driveway/ Rassekh Park Driveway/ [xxx] SATUR055PEA<HDUR NTS North LORAC Driveway Overlook Drive Atherton Drive IFIGURE 4 2022 Existing Volumes Lake Oswego Parks and Recreation - Recreation and Aquatics Center IS PBS April 2022 PBS Project 71637 000 Traffic Impact Analjsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE [415] [13] 2] [0] ]74] [339] [38] 52)(1) (89) (412) (492) (22) 246 258450 12 SOUTHSHORE BLVD (T31 151(102)[110] 5 [6] (2) 7 .41--5 (2) [2] [671(99)134 7 (39)[48] 22(13)[11] 1 [151(30) 7 2 -4 3 (20)[19] 3 [6](19) 9—► 263(202)[190] [921(126)81 5 (22)[54] 73(53)[27] [15](14)28 0 (0) [0] SUNNY HILL DR �R �1 !\ t .5 171 419 122 1 (4)(12)(299)(376) 10 17 (64)(301) (18) 521 41 [31][28][311][172] 6401 (401) (46) [86][313] [53] [423] [23] 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road / SITE ,♦ 3 [13] [408] (17) (476) [174][390] [4] [2] [5] [29] NORTH 414 (200)(454)(8) (4) (9) (29) 283 359 1 12 107 LORAC A) 1 1 DRIVEWAY TREE TOP LN BERGIS RD I 7 [10] (8)10 [183](266)262 0 (10) [7] [5] (3) 7- 66 (31) [23] SOUTH - 4 [9] (5) 7—►j�—1 (6) [3] [[19]((19) 39 6 �—190(7) [98] 11] 6 LORAC [29](33)45 [9] (551 57 0 (6) [3] [19] (19) 39 12 (7) [11] DRIVEWAY STAFFORD RD OVERLOOK DR / , 2 1 8 39 506 60 483 1 26 13 8 (30) (388) (43)(362)(5) (12) (5) (5) SW MEADOWLARK LN [17] [408] [38][385][4] [15] [6] [5] Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE DR MAINTENANCE ENTRANCE Sunny Hill Drive South Shore Boulevard Overlook Drive [448] P�� FUTURE RASSEKH PARK DRIVEWAY (542) 516 ROSEMONT RD 1 ATHERTON DR /r 9 1 7 [1741(255)222--►8 .4--382(153)[179] [27][35)44--► 9 .4--26 (18)[30] LEGEND t 0 INTERSECTION /�t \ [5563 60) XXX AM PEAK HOUR 1/ (XXX) PM PEAK HOUR 4.ZI j Stafford Road/ South LORAC Driveway/ Rassekh Park Driveway/ [xxx] SATUR050PEA<HDUR NTS North LORAC Driveway Overlook Drive Atherton Drive I FIGURE 5 2024 Without Project Volumes Lake Oswego Parks and Recreation - Recreation and Aquatics Center IS PBS Apnl 2022 PBS Project 71637 000 Traffic Impact Analjsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE O7] [4] 91 [32] 10% 5� ([4)(1 0)4 (1 9) (58) 9 59 H 1 1.0 SOUTH SHORE BLVD 5 1 9 (9) [5] [21 (5) 2----,‘ 2 3 5 (4) [2] SUNNY HILL DR t 1 14 5 18 29 2 (13) (4) (18) (61) (5) [71 [21 [10] [30] [2] �> 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road / SITE 3 ,♦ [30] 125] ) (1) (54) (45) [1] NORTH ata 54 45 LORAC nl 1 DRIVEWAY W TREE TOP LN BERGIS RD 0-4 SOUTH7 [2] (4) 5 4 151 (9) 9 -1... o (1) [0] 5 [2] (3) 4- 6 (4) [2] 6 LOAC RV DRIVEWAY 31 AAO STAFFORD RD OVERLOOK DR 8 2 2 27 4 23 SW (5) [28] [51 [23] MEADOWLARK LN [2] [28] [51 [23] 7 Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE DR MAINTENANCE ENTRANCE Sunny Hill Drive South Shore Boulevard Overlook Drive 9 [34] [2] [2] P FUTURE RASSEKH PARK DRIVEWAY \ (62) [2] [2] �' t1 ,t 64 2 2 (5) h 1 �9% ROSEMONT RD \� �JAl ATHERTON DR \�� NTS [32](66)31 7 131 (4) 5 8 5 (4) [2] [9](19) 9--A LEGEND WEEKDAYAM WEEKDAY PM SATURDAY 11111 PEAK HOUR TRIPS PEAK HOUR TRIPS PEAK HOUR TRIPS 18 0 INTERSECTION ENTER=92 ENTER=88 ENTER=49 (18) XXX AM PEAK HOUR EXIT=44 EXIT=95 EXIT=45 [1o] (XXX) PM PEAK HOUR TOTAL=136 TOTAL=183 TOTAL=94 Stafford Road/ South LORAC Driveway/ Stafford Road/Rassekh [xxx] SATURDAYPEA<HOUR North LORAC Driveway Overlook Drive Park Driveway • (FIGURE 6 Trip Distribution and Assignment (LORAC) Lake Oswego Parks and Recreation - Recreation and Aquatics Center IS PBS April 2022 PBS Project 71637 000 Traffic Impact Anal/sis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE 5 [12] [0][404] [76] [0] [74][348][38] (4)(419)(162)(1) 4 (60)(431)(58) ((550)50) (22) /I 295 47 1 246 267 14 509 12 .0i � i SOUTH SHORE BLVD [o] 0) o 160(111)[115] 5 [6] (2) 7 .1--5 (2) [2] [67](99)134 7 (39)[48] 22(13)[11] 1 [151(30) 7 4,- 2 -4 3 (20)[19] 3 [6](19) 9—► 263(202)[190] [941(131)83 ,it5 (22)[54] 78(57)[29] [15](14)28 0 (0) [0] SUNNY HILL DR t !-\ �5 117 433 122 138 1 17 (4)(12)(312)(376) 426 550 43 [31][28][318][172] (66)(319)(18) (462) (51) [88] [323] [53] [453] [25] 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road SITE �• 3 / [13] [438] [174][415] [4] [2] [5] [30) / (17) (530)468 1283)(404)(e) (3) 12 108 NORTHLORAC 1 DRIVEWAY TREE TOP LN BERGIS RD -/ [10](8) 10—4 [183](265)262 �0 (10) [7] [5] (3) 7 66 (32) [23] SOUTH 7 4 [2] (0) 0—► 5 .4-1 (3) [1] [136](211)225—► 6 -.-192(130)[100 ------\.(A LORAC - [31](37)50 [54] (64) 66 �0 (6) [3] [19](19) 39 12 (7) [11] DRIVEWAY STAFFORD RD OVERLOOK DR / , 2 t t 8 41 533 64 506 1 26 13 8 (35) (444) 152)(409)(5) (12) (5) (5) SW MEADOWLARK LN [19] [436] 43][408][4] [15] [6] [5] 7 Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE DR MAINTENANCE ENTRANCE Sunny Hill Drive South Shore Boulevard Overlook Drive [34] [448] [2] [2] Illik FUTURE RASSEKH PARK DRIVEWAY (62) (54e (5) [5) ROSEMONT RD A) ,; A ATHERTON DR /r g 1 [32](66)31 R 7 [3] (4) SJ' 8 `5 (4) [2] [27] (35) 44-11. 9 -4--26 (18) [30] [9](19) 9--A [1741(255)222—► —382(153)[179] LEGEND t 18 563 0 INTERSECTION t �� (18) (460) XXX AM PEAK HOUR 1 [10] [432] (XXX) PM PEAK HOUR 4.ZI J Stafford Road/ South LORAC Driveway/ Rassekh Park Driveway/ [xxx] SATURDAYPEA<EMIR NTS North LORAC Driveway Overlook Drive Atherton Drive • (FIGURE 7 2024 With Project Volumes (LORAC) Lake Oswego Parks and Recreation - Recreation and Aquatics Center Si PBS April2022 PBS Project 71637 000 Traffic Impact Anal jsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE 1 sl [4] f�5 (3) i (2) AS3 HORE BLVD 5 [6] (2) 0 [2] (1) 0—► 1 -4-0 (2) [4] 2 3 o (1) [1] [6] (2) 0 SUNNY HILL DR 1 t 1 0 0 0 0 (3) (2) (2) (0) [51 [6] [5] [1] �> 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road / SITE 0 3 [3] [21 (1) (1) (1) [0] NORTH T o LORAC ;nl 1 'ir DRIVEWAY WWWY TREE TOP LN BERGIS RD SOUTH 7 [1] (1) 0---'1 4 1 (0) 0---'1 5 [3] (2) 0---'A 6 6 LORAC 'N DRIVEWAY 0STAFFORD RD OVERLOOK DR / , A8 2 * o 0 0 0 0 0 SW MEADOWLARK LN (0) (2) (1) (1) (1) (o) `4NT [1] [4] [11 [3] [4] [1] Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE ' MAINTENANCE ENTRANCE NTS Sunny Hill Drive South Shore Boulevard Overlook Drive DR 9 1 P�, FUTURE RASSEKH PARK DRIVEWAY (3) (1) (5) 0 0 ROSEMONT RD T, I ATHERTON DR M 1 7I) [4] (3) 0—4 9 1 (8) [14] LEGEND WEEKDAY AM WEEKDAY PM SATURDAY t PEAK HOUR TRIPS PEAK HOUR TRIPS PEAK HOUR TRIPS o 0 INTERSECTION ENTER=1 ENTER=11 ENTER=18 (2) XXX AM PEAK HOUR EXIT=0 EXIT= 6 EXIT=19 [6] (XXX) PM PEAK HOUR TOTAL=1 TOTAL=17 TOTAL=37 Stafford Road/ South LORAC Driveway/ Rassekh Park Driveway/ [xxx] SATURDAYPEA<HOUR North LORAC Driveway Overlook Drive Atherton Drive (FIGURE 8 Trip Distribution and Assignment (Rassekh Park) Lake Oswego Parks and Recreation - Recreation and Aquatics Center IS PBS April 2022 PBS Project 71637 000 Traffic Impact Analjsis 17525 Stafford Road Lake Oswego Parks and Recreation Department Lake Oswego,Oregon \ McVEY AVE 451] [13] [5][404] [76] [0] [74] [353] [38] (7)(419)(162)(1) (69)(434)(58) (552) (22) 5 295 47 1 246 268 14 510 12 .0 A) 6 j SOUTH SHORE BLVD [o] (o) o �160(111)[115] 5 [12] (4) 7� —5 (4) [6] [671 (99)134- 7 (39)[48] 22(13)[11] 1 [151 (30) 7 ► 2 -4—3 (20)[19] 3 [8](20) 9—► 0.---263(202)[190] [941(131) 83 5 (22)[54] 78(58)[30] [21](16)28--.10 (0) [0] SUNNY HILL DR Wn� !\I 1.5 17 433 122 138 428 1( (4)(15)(312)(376) (68)(321) (18) 550 43 31][33][318][172 [88][329] [53] (464) (51) [458] [26] 4 Stafford Road/ Stafford Road/ Stafford Road/ 0 Atherton Drive-Rosemont Road Overlook Drive Bergis Road SITE �• 3 / [13] 1] [2] [5] [30] / (17) (531) [174][417] [43l[ (4) (10) (30) NORTH 4697 )(aaa(8) 3 12 108 LORAC III DRIVEWAY TREE TOP LN BERGIS RD -/ 7 [10] (8)10 [183](265)262 7] [5] (3) 7 66 (32) [23] ....--- SOUTH - 4 [2] (4) 0—► 5 [136][22]((1)225 39—► s 4.0-12 (7) [11]LORAC [32](38)50 [55] (64) 66 3] [221 (21) 39 12 () [111DRIVEWAYSTAFFORD RDOVERLOOK DR / , 28 41 53313 8 (35) (446) 53)(410)(5 (13) (5) (5) SW MEADOWLARK LN [20] [440] 44][411][4 [19] [7] [5] Stafford Road/ Stafford Road-McVey Avenue/ Tree Top Lane-Meadowlark Lane/ RIDGE POINTE DR MAINTENANCE ENTRANCE Sunny Hill Drive South Shore Boulevard Overlook Drive [34] [453] [2] [2] [5] [14] FUTURE RASSEKH PARK DRIVEWAY (62) (545) (5) (5) (1) (5) ,� \i 64 517 2 2 0 0 ROSEMONT RD/ A) �J C. 9 1 42 + ATHERTON DR [32](66)31 [3] (4) 5 5 (4) [2] [4] (3) 0 1 (8) [14] [9](19) 9 7 8 9 [174](255)222--I.--I. �—382(153)[179] [27 (35) 4 —► .1-26 (18) [30] Tht LEGEND t 18 563 0 INTERSECTION (a �� (18) (462) XXX AM PEAK HOUR 1 [10] [438] (XXX) PM PEAK HOUR 4.ZI J Stafford Road/ South LORAC Driveway/ Rassekh Park Driveway/ [xxx] SATURDAYPEA<HDLR NTS North LORAC Driveway Overlook Drive Atherton Drive IFIGURE 9 2024 With Both Project Volumes (LORAC and Rassekh Park) Lake Oswego Parks and Recreation - Recreation and Aquatics Center Si PBS April 2022 PBS Project 71637 000 Appendix A Traffic Counts All Traffic Data Services 1 SW Stafford Rd&Rosemont Rd AM Wednesday,February 16,2022 Peak Hail 0730 AM-0830 AM Peak 15-Mlnut^c 0815 AM-0830 AM Trafll0 Counts•All Vehicles Rnc=„44i R,1 Rne=,nonI R,1 SW Slafln,Rd SW Stalin,Rd F.c MI nu 114a0114gad N41l,I,4„n,l S4,,11114,,,,d Ogling Ti,nn OTurrl L t T L_i°i RAT R _IJMr-_n Ti __i12L R�_LTVr-_ L rJL_LL, R�_ufJIr-_T� r�__i°hL RAT R Tntal Hear 700 AM 0 0 0 0 0 1 9 0 3 0 0 0 8 9 0 0 3 20 0 0 53 1,123 7:05 AM 0 0 0 3 3 0 14 0 4 0 1 0 16 6 0 0 2 20 0 0 66 1,164 7:10AM 0 0 0 0 0 0 14 1 3 0 0 0 18 8 0 0 3 20 0 0 67 1,215 186 715AM 0 0 0 1 0 0 17 1 6 0 0 0 26 13 0 0 4 23 0 0 91 1,235 7 20 AM 0 0 1 0 0 0 15 0 10 0 1 1 26 _ 0 0 1 24 1 0 89 1,299 7 25 AM 0 0 0 0 0 0 17 0 0 0 1 J4 12 0 0 I 21 0 0 79 1,305 259 0 1 0 0 0 0 0 0 0 0 91 1,3631 0 0 0 0 0 0 0 0 0 0 5 23 0 0 105 1,330 7: 0 0 1 0 0 3 0 0 0 4 0 0 4 33 0 0 131 1,356 327 7.45 AM 0 1 1 3 0 0 31 0 18 0 0 0 37 13 0 0 1 23 1 0 129 1,336 7 50 AM 0 1 1 2 0 0 29 0 22 0 2 0 20 10 0 0 5 21 1 0 114 1,290 7 55 AM 0 1 0 1 0 0 31 3 16 0 0 0 23 8 0 0 4 21 0 0 108 1,287 351 8 00 AM 0 0 0 2 0 0 15 0 17 0 1 0 23 13 0 0 4 18 1 0 94 1,280 8.05AM 0 0 0 3 0 0 15 0 9 0 0 2 46 15 0 0 3 24 0 0 1_7 8:10AM 0 1 0 0 0 0 11 1 12 0 0 2 23 4 0 0 3 30 0 0 87 298 8'1SAM 0 1 2 1 0 0 21 0 9 0 0 4 67 20 0 0 5 25 0 0 lab 820 AM 0 0 0 0 0 0 26 0 11 0 0 3 23 0 0 0 1 31 0 0 95 8 J5 AM 0 2 0 0 0 0 13 1 17 0 0 5 11 13 0 0 4 27 0 0 137 387 830 AM 0 0 2 4 0 0 15 0 1 0 0 0 16 7 0 0 3 10 0 0 58 835 AM 0 0 1 4 0 0 28 0 10 0 2 0 41 8 0 0 6 30 1 0 131 8:40AM 0 0 2 7 0 0 23 0 6 0 0 1 37 9 0 1 3 22 0 0 1_1 300 8'45 AM 0 0 1 1 0 0 30 0 5 0 0 0 17 4 0 0 5 20 0 0 83 8.50 AM 0 0 0 2 0 0 27 0 9 0 1 1 34 13 0 0 5 18 1 0 111 8'S5 AM 0 0 0 0 0 0 20 1 16 0 0 1 75 6 0 0 2 30 0 0 101 295 I r 1480- 1! 411 128 0 1 42 282 Illr c-Fni Ind lhniinfl Lett Vehlck Tvne a Tl,,,, Let Fa Tom_! �1°'�L RTOR �LT411' nl T�J �1°^L R'1T11r1' _etL 4 rJ!_I01°hL R�_LT1.,1 Le tt n�,Tlrrll_�1°hL RAT?�r$11L Ardcukted Trucks 0 1 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 6 Lights 0 6 9 27 0 0 251 4 144 0 2 17 389 115 0 1 42 275 4 0 1,283 Medlur'ns 0 0 0 0 0 0 7 1 4 0 3 0 17 5 0 0 0 7 0 0 44 Total 0 7 9 27 0 0 258 5 148 0 5 17 411 120 0 1 42 282 4 0 1,336 Pedestrians 2 0 0 6 8 H cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 cycks on Crosswak 0 0 0 0 0 Heavy\'chick Percentage Heavy\'chick Percentage 0.0% 14.3% 0.0"% 0.0`'d 0.0% 2.7% 20.0% 2.7% 60.0% 0.0L 5.4% 4.2% 0.0% 0.0% 2.5% 0.0% 3.7% Peak Hail Factor IPHF) Peak Rang Hour Fbw Rates Fnc h4nnd WacMni]. NnrrhhnnM Sr...nnd Vehlrk Tyne II-Turn rry L- L-131.9.6- I aTllrn ek TV,r1J- L 131l13 1jgCg eFl 110 -131.23- ,I-Tarn LZ.t. 13192 Tnial ArdcuL,ted Trucks ' 1 0 0 0 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 6 Lights 0 6 5 12 0 0 271 4 153 0 2 17 380 122 0 0 41 287 3 0 1,313 Medluns 0 1 0 0 0 0 6 1 0 1 0 20 6 0 0 0 6 0 0 44 Total 0 8 5 12 0 0 277 5 156 0 3 18 404 128 0 0 41 293 3 0 1,363 Pedestrians 2 0 0 5 7 Rcycbs on ROcd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R cyclos on Crosswak 0 0 0 0 0 Heavy\'chick Percentage 8.0'w 2.2% 5.8'% 1.8% 3.7% Heavy\'chick Percentage 0.0a 25.0% 0.0'% 0.0% 0.0'% 0.0'h 2.2'% 20.0% 1.8',6 0.0'M 33.3% 5.6'% 5.9% 4.7% 0.0% 0.0% 0.0% 2.0% 0.0% 0.0% 3.7% Peak Hail Factor:PHF) 0.54 0.75 0.73 0.89 0.88 Peek Hail Factor OW) 0.00 0.67 0.4S 0.45 0.00 0.2S 0.70 0.42 0.74 0.00 0.42 0.40 0.71 0.87 0.00 0.25 0.82 0.85 0.50 0.00 0.88 Traffic Counts by Vehicle Type Faa hniInd Inr..amdlgd Nnnhh ,l,0 Sal,thhound Tgle I.a. 1 r T 1_�1"„L RAT M JLTuIl :off Tom! �1"nL HOOP rl ell._` '11, Rbahr R:2" _UL1 ice" ram_�1"hL RAT R zaL Arnrukted Trurkc 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 7 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 725AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 730AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 755AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 800AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 805AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 0 0 0 0 1 9 0 3 0 0 0 5 0 0 3 18 0 0 47 705AM 0 0 0 3 0 0 14 0 4 0 0 0 16 6 0 0 2 19 0 0 64 710AM 0 0 0 0 0 0 14 1 3 0 0 0 15 8 0 0 3 19 0 0 63 715 AM 0 0 0 1 0 0 17 1 6 0 0 0 23 10 0 0 4 21 0 0 83 7 20 AM 0 0 1 0 0 0 15 0 10 0 1 0 26 _ 0 0 1 22 1 0 86 725AM 0 0 0 0 0 0 17 0 3 0 0 0 21 12 0 0 1 19 0 0 73 F 4 N a8 3 S Fq o N o 0 0 0 0 L` o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ...00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ....... I �y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i y ........................ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ,0 0 0 0 0 0 0 0 0 0 0 0 v o,,0 0 0,,0 0 0 V ,V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V CO V V V CO CO V V V V CO CO V V V V V CO CO O V F.K.F I.i O V,CO CO V V F.I,F.CO V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,.N-J a a 0 0 N 0 w ti I.1 W 0 0 0 0 0 0 0 0 0 0 ........................ 5 ........................ ........................ .................. .....0 0 1 ........................ - 1 ........................ ........................ .................. ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ F-o F-F-W o o —..... v.......... y,I W I,to to W to F-F-to to —Al F-m F-to V V V V V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V F.V V V V V V V V V V V 0 0 0 0 0 0 0 F+0 0 v 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 00000,0 0 0 0 0 F+0 F+0 0 0 0 0 0 0 0 0 m ry(n rn 0 0 ti 0 rn n 0 ti ti W W v1 ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > = 000000000000000000000000 0 0 0 0 Q 0 0 0 0 0 0 F•0 0 0 0 0 0 0 0 0 0 F+0 0,0000 0 0 0 0 0 0 0 I.1 0 0 0 0 k0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 ,0,0 0,W A Iv 1,0 0 0 0 0 0, 000000000000000000000000 000 , .1 F-W 0 C N 0 F- =0 C 0 W W o W I=0 0 C't A J rn W u1 v I.,m Yam.?ti v J Al m F-W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I.1 0 0 0 —0 0 0 0 0 16 0 0 —A A 0 A 0 0 0 0 0 A A W A 0-1 6 W 0 8,W W W ry.I..W.W 0 0 0 0 0 0 0 ° 1 0 0 0 0 00 0 2 0 0 0 2 0 ,00 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 7354 0 0 0 0 0 0 0 0 0 0 0 7',10 PM 0 0 1 0 p 0 q a 0 0 1 7,A5 rM 1 0 0 0 0 0 0 1 1 7 004 0 0 0 0 0 0 0 D 0 1 0 0 755 40 0 0 0 0 0 0 0 0 0 0 g pO PM 0 0 0 0 0 9 0 0 0 0 9 0 3 05 aM 0 0 0 0 U 0 0 0 0 D 0 1 0 g'.10?M 0 1 �" 0 0 0 0 q 0 3 0 5:15,+M 0 0 0 0 0 0 0 0 0 0 0 9 S.ZO>M 0 0 0 0 0 0 0 0 0 0 0 U g-20 4 0 q 0 0 0 0 0 0 0 0 0 330?M 0 0 0 0 0 0 0 D 835 rM 0 0 0 0 0 0 0 3.404 0 0 0 0 0 32454 0 U 0 3504 0 g.55 PM All Traffic Data Services 2 SW Stafford Rd&0r'el look Dr AM Wednesday,Februcry 16,2022 Peak Hoe: 0740 AM-0840 AM Peak 15-Minutcs 0815 AM•0830 AM Traffic Courts•All VehIcles rn,n,hnk n, 0verhnk n, SW Slalrnnl Rd SW Starrnnl RI F.c 1710,1 w=clhn,,,vl No,u,hn„n,l S0,,u,hnnn,l Holing Ti,nn DTurrl L f T L_12L R_T R ja.prl fin TI __112L R' ,2 j.,TVr- L 1JL_180L R�_ufJIr- T� r�__1°hL RAT R Tntal Hear 7 00 AM 0 3 0 3 0 0 1 0 0 0 0 8 9 1 0 0 0 20 2 0 47 822 7:050M 0 5 0 2 0 0 0 0 0 0 0 2 14 0 0 0 0 22 1 0 46 867 7:10AM 0 1 0 3 0 0 0 0 0 0 0 3 16 1 0 0 1 12 1 0 33 931 131 71S AM 0 2 0 3 0 0 0 0 1 0 0 6 30 0 0 0 0 14 S 0 61 1,011 720 AM 0 1 0 1 0 0 0 0 0 0 0 5 32 0 0 0 0 25 3 0 67 1,123 725 AM 0 1 0 1 0 0 I 0 0 0 0 1 19 I 0 0 0 15 4 0 43 1,188 171 730 AM 0 1 0 1 0 0 1 0 0 0 0 7 44 0 0 0 0 15 3 0 72 1,278 7.35AM 0 4 0 4 0 0 0 0 0 0 0 6 18 0 0 0 0 27 6 0 65 1,263 7:40?M = 0 6 2 11 0 0 0 0 0 0 0 6 45 . 0 0 0 25 6 0 102 1,3� 239 7'45AM 0 7 0 7 0 0 0 0 0 0 0 6 39 0 0 1 24 8 0 92 1,239 7 50 AM 0 3 1 3 0 0 0 0 0 0 0 7 36 2 0 0 0 26 11 0 94 1,247 755 AM 0 8 2 6 0 0 I 0 0 0 0 12 31 2 0 0 1 19 13 0 95 1,241 281 8 00 AM 0 7 0 5 0 0 0 1 3 0 0 14 25 2 0 0 1 17 17 0 92 1,231 8.050M 0 13 0 5 0 0 1 0 1 0 0 8 34 2 0 0 2 20 24 0 1_0 8:10AM 0 13 0 7 0 0 1 0 0 0 0 18 21 1 0 0 3 24 30 0 118 320 8'1SFM 0 13 0 11 0 0 0 1 0 0 0 17 46 2 0 0 3 19 61 0 173 8 20 AM 0 16 2 8 0 0 2 0 0 0 0 17 23 0 0 0 0 22 42 0 132 8 25 AM 0 26 1 13 0 0 0 1 0 0 0 17 2 0 0 1 17 10 0 133 438 830 AM 0 4 0 7 0 0 0 0 0 0 0 4 19 0 0 0 2 15 6 0 57 8 35 AM 10 =IlIM 3 0 11111 0 0 0 11. 5 47 3 4111= 0 27 13 111M 109 8:40AM 0 6 0 4 0 0 0 0 3 0 0 5 36 1 0 0 0 23 6 0 84 250 8'45?M 0 5 0 1 0 0 0 0 0 0 0 2 14 0 0 0 0 23 5 0 50 8.50 AM 0 3 1 3 0 0 0 1 0 0 0 3 37 2 0 0 22 8 0 83 8'S5 AM 0 6 1 9 0 0 I 0 1 0 0 4 19 4 0 0 I 37 2 0 ET. 223 • • I I 1! 0 0 14 253 241 0 1,288 5,008 L 196115•1 Lett Velllck Tyne a Tl,,,, Lef F�Tom_! �1°'�L RTOR �LT411' nr T�J �1°^L R'1T11r1' _ell_n rJ!_I�1°hL R�_LT411' _FL I_ �1°hL RAT 2 _r$r!L Arucukled Trucks 0 0 D 0 0 0 0 0 0 0 0 0 4 0 0 0 0 1 1 0 6 Lights 0 128 7 77 0 0 5 3 7 0 0 126 382 17 0 0 14 247 239 0 1,252 Medlur''Is 0 3 0 2 0 0 0 0 0 0 0 4 16 0 0 0 0 5 1 0 31 Total 0 131 7 79 0 0 5 3 7 0 0 130 402 17 0 0 14 253 241 0 1,289 Pedestrians 2 21 2 24 49 R cycks on Road 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 R cycks on Crosswak 0 0 0 0 0 Heavy\'ehlok Perce'ltage Heavy\'ehlck Perce-ltage 0.0% 2.3% 0.06. 2.5`') 0.0% 0.0% 0.0% 0.0% 0.03n 3.1% 5.0% 0.0% 0.0% 0.0% 2.4% 0.8% 2.9% Peak Ho.l:Factor IPHF) IIIIIIIIII, Peak Rang Hour Fbw Rates F-,c hnnnd WacMnnnh Nnrrhhnm, Snnthhnnna Vehicle Tvne IO0::rn -WI- L- L-131.9.6- I oorrrn ek TV,r.J- L 131l13 1ilat eFl T1,rn -13123- I-Turn eft 13192 Tnial Artcubted Trucks 0 0 D 0 0 0 0 0 0 0 0 0 4 0 0 0 0 1 1 0 6 Lghts 0 127 9 84 0 0 5 3 4 0 0 127 389 16 0 0 14 251 238 0 1,267 Medlur'rs 0 4 0 2 0 0 0 0 0 0 0 4 18 0 0 0 0 4 2 0 34 Total 0 131 9 86 0 0 5 3 4 0 0 131 411 16 0 0 14 256 241 0 1,307 Pedestrians 2 21 2 29 54 R cychs on Racd 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 R cycle,on Crosswak 0 0 0 0 0 Heavy\'ehick Farce rtage 2.7'w 0.0`) 4.7'5 1.6% 3.1% Heavy\'ehlek Peraertage 0.05 3.16 0.0'6 2.3% 0.0'% 0.0'% 0.0'% 0.0% 0.0'% 0.0'5 0.0% 3.1'11 5.4'% 0.0% 0.0% 0.0% 0.0% 2.0% 1.2% 0.0% 3.1% Peak HUJI Factor lFHF) 0.63 0.61 0.83 0.63 0.75 Peek Hot'Factor 11'FF) 0.00 0.60 0.7S 0.68 0.00 0.00 0.58 0.50 0.50 0.00 0.00 0.66 0.86 0.79 0.00 0.00 0.50 0.81 0.4S 0.00 0.75 Traffic Counts by Vehicle Type rec hnn,.a Inl..,rhdlmd N„nhh ,Iv: So:,thhollnd 0:o:e I.a. r TJ1_�i",rL RAT R�JLTuIl t TSr �1"^L 1:2 _LL rl a!t rJ_1R:oht PE" _UL 11 n ram_�6;r.L RAT R J3:aL Arnrukted Trurks 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 7 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 725AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 730AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 755AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 800AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 805AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830FM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 3 0 3 0 0 1 0 0 0 0 0 9 1 0 0 0 19 2 0 46 705AM 0 5 0 2 0 0 0 0 0 0 0 2 14 0 0 0 0 21 1 0 45 710AM 0 1 0 3 0 0 0 0 0 0 0 3 14 1 0 0 1 11 1 0 35 715AM 0 2 0 3 0 0 0 0 1 0 0 6 28 0 0 0 0 14 4 0 58 720AM 0 1 0 1 0 0 0 0 0 0 0 5 31 0 0 0 0 23 3 0 64 725AM 0 1 0 1 0 0 1 0 0 0 0 1 17 1 0 0 0 15 4 0 41 F 4 N Er,a8 3 S ....... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ...00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL` �y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i y ........................ 0 0 0 0 0 0 0 0,o ,0 0 o,0 0 0 0 0 0 0 o m to m m 0 ,m to W N w m w w,m,, V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V CO CO V V V V CO CO V V V V V CO CO I,V CO F V N V CO CO V N,V N CO V o N o o N o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 N 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 t4 W N A W J W m 0-J m m tT W m I�A t- 0 0 0 0 0 0 o ........................ 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 V V 0 0 0 V V V 0 0 0 V 0 V V .................. o F+o o F+W o 1 ........................ - 1 ........................ ........................ .................. ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ........................ -0 0 0 0 0 0 N o r r 0 -o 0 0 0 r V V V V V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V I,V V 0 V 0,0 0 r V V V 0 V V 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C]C] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 F+W 0 0 0 0 0 0 0 N 0 0 N 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N o o F+F+F+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v o 0 0 0 o t+o F+o 0 0 o F+o 0 0 0 0 o A W N m W A ti M-t A -t m m m m W A r W A r A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A N 0 r W 0 N 0 N F-N N N N 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 7:40AM 0 0 0 0 0 0 1 0 1 7:45 AM 0 0 0 0 1 1 0 0 0 0 1 1 7 SO AM 0 0 0 1 0 1 0 0 0 1 0 1 755 AM 0 0 0 0 2 2 0 0 0 0 2 2 800 AM 0 0 0 5 0 5 0 0 0 3 0 3 805AM 0 1 1 5 0 5 0 1 1 5 0 5 8:10?M 0 0 0 3 0 3 3 0 0 10 0 10 8:15AM 0 0 0 0 1 1 0 0 0 0 3 3 820AM 0 0 0 2 1 3 0 0 0 3 0 3 825 AM 0 0 0 0 0 0 0 0 0 830 AM 1 0 1 0 0 0 I 0 1 0 0 0 835 AM 0 0 0 0 0 0 0 0 0 0 0 0 8.40?M 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 8:50 AM 0 0 0 0 0 0 1 0 1 855 AM 0 0 0 1 0 1 0 0 0 1 0 1 All Traffic Data Services 3 SW Stsfford Rd&6ergrs Rd AM Wednesday,Februcry 16,2022 Peak Hoe: 0745 AM-0845 AM Peak 15-Mlnut^c 0810 AM-0825 AM Traffic Counts•All Vehicles H=,nic R,r SW 5lelln„r R,I SW corn„RI F.c hn,,..1 w=clhnn,vl Na,u,hnnn,l cn,,u,hn,n„I Ogling Ti,nn OLrrrl L f T L_IIL R_T , ja,n=fin Ti __18.L R' ,2 _LTVr=_ L rJL_182L R�j LLlr=gtt r�__1°hL RAT R Tntal Herr 700 AM 0 0 0 0 0 0 3 0 0 0 0 0 11 2 0 0 0 20 0 0 36 716 7:05AM 0 0 0 0 0 0 2 0 1 0 0 0 16 0 0 0 1 21 0 0 41 762 7:10AM 0 0 0 0 0 0 0 0 1 0 0 0 18 2 0 0 0 15 0 0 37 823 114 715AM 0 0 0 0 0 0 2 0 0 0 0 0 26 3 0 0 0 24 0 0 55 888 7 20 AM 0 0 0 0 0 0 2 0 1 0 0 0 23 0 0 0 18 0 0 47 953 7 25 AM 0 0 0 0 0 0 5 0 1 0 0 0 28 0 0 0 I 17 0 0 52 1,025 154 730 AM 0 0 0 0 0 0 3 0 1 0 0 0 35 3 0 0 0 22 0 0 65 1,073 7.35AM 0 0 0 0 0 0 4 0 1 0 0 0 27 1 0 0 1 29 0 0 63 1,064 7:40AM 0 0 0 0 0 0 2 0 0 0 0 39 7 0 0 0 23 0 0 73 1,097 201 7'45 AM 0 0 0 0 4 0 0 1 3S 0 UliMM 7 50 AM 0 0 0 0 0 0 2 0 0 0 0 0 38 1 0 0 1 28 0 0 70 1,053 7 55 AM 0 0 0 0 0 0 4 0 2 0 0 0 39 1 0 0 35 0 0 85 1,075 247 8 00 AM 0 0 0 0 0 0 4 0 4 0 0 0 40 2 0 0 1 31 0 0 82 1,054 8.050M 0 0 0 0 0 0 7 0 3 0 0 0 39 5 0 0 2 46 0 0 102 8:10AM 0 0 0 0 0 0 11 0 3 0 0 0 30 7 0 0 1 50 0 0 102 286 8'15AM 0 0 0 0 0 0 15 0 0 0 0 0 49 4 0 0 0 62 0 0 130 8 20 AM 0 0 0 0 0 0 0 0 4 0 0 0 43 2 0 0 1 50 0 0 109 • 825 AM 0 0 0 0 0 0 4 0 2 0 0 0 52 4 0 0 1 ?7 0 0 100 339 830 AM 0 0 0 0 0 0 4 0 0 0 0 0 30 2 0 0 0 20 0 0 56 835 AM 0 0 0 0 0 0 4 0 2 0 0 0 46 8 0 0 1 35 0 0 96 8:40AM 0 0 0 0 0 0 4 0 1 0 0 0 44 4 0 0 0 21 0 0 74 226 8'45AM 0 0 0 0 0 0 6 0 3 0 0 0 14 1 0 0 1 22 0 0 47 8.50 AM 0 0 0 0 0 0 4 0 1 0 0 0 44 5 0 0 1 37 0 0 92 8'S5 AM 0 0 0 0 0 0 4 0 2 0 0 0 24 1 0 0 1 32 0 0 54 203 I r 72 0 22 a 511 1 4,280 Veluck Tv5e ALL, Lef F�TJ_! �i°'iL RTOR �LT411' Lett nr TJJ21°^L R�1T11r1' •5 nJ5• I�i°hL RTOR _ 11,,1' Lett n�,lrru_ R2i°hL RAT E_r$r!L Arucukted Trucks ] 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 Lights 0 0 0 0 0 0 72 0 22 0 0 0 485 38 0 0 11 432 0 0 1,060 Medlur-Is 0 0 0 0 0 0 0 0 0 0 0 0 25 2 0 0 0 7 0 0 35 Total 0 0 0 0 0 0 72 0 22 0 0 0 511 40 0 0 12 441 0 0 1,098 Pedestrians 0 0 2 3 5 6 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6 cycks on Crosswak 0 0 0 0 0 Heavy\'chick Perce'ltage Heavy\'ehlck Perce-ltage 0.0% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 5.1% 5.0% 0.0% 8.3% 2.0% 0.0% 3.5% Peak Hc.r:Factor IPFF) Peak Rang Hour Fbw Rates F,c hnnnA WacMn,rnh 1,,,,, mi, ,..111 Bind Vehlrk Tyne Ico::rn rry L- L_13192- I I-Tllrn ek TV,r1J- L 131l13 1jyCyL eFl 110 _lit,Q- I-Turn eft 131I12 Tnial Artcuk,led Trucks 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 Lights 0 0 0 0 0 0 72 0 22 0 0 0 485 38 0 0 11 432 0 0 1,060 Medians 0 0 0 0 0 0 0 0 0 0 0 0 25 2 0 0 1 7 0 0 35 Total 0 0 0 72 0 22 0 0 0 511 40 0 0 12 441 0 0 1,058 Pedestrians 0 0 2 2 4 R cychs on Racd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 R cycle,an Crosswak 0 0 0 0 0 Heavy Aehlek Percentage 0.0'w 0.0% 5.1'5 2.2% 3.5% Heavy A'ehlek Percentage 0.0 a 0.0 S 0.0'0, 0.0% 0.0'% 0.0% 0.0'% 0.0% 0.0% 0.0'% 0.0% 0.0% 5.1'% 5.0% 0.0% 0.0% 8.3% 2.0% 0.0% 0.0% 3.5% Peak HUJ:Factor:PI-IF) 0.00 0.6] 0.84 0.69 0.80 Peek 622:Factor 111FF) 0.00 0.00 0.00 0.00 0.00 0.00 0.54 0.00 0.63 0.00 0.00 0.00 0.83 0.70 0.00 0.00 0.54 0.38 0.00 0.00 0.80 Traffic Counts by Vehicle Type Faa hni infl rnl..Mmplrnd Nnnhh ,ncl 1ni,thhelnd Time y T` 1 f T 1_�i"'iL RAT G _Lail l I�ff Tom R,"nL 1:2 _LL rl' , rJ1_R:ahr PE"_UL ' n ram_�i«hL RAT F neat 00:nrkted Truckc 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 725AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 730AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 755AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 800AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 805AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 0 0 0 0 0 3 0 0 0 0 0 11 2 0 0 0 19 0 0 35 705AM 0 0 0 0 0 0 2 0 1 0 0 0 16 0 0 0 1 20 0 0 40 710AM 0 0 0 0 0 0 0 0 1 0 0 0 15 2 0 0 0 15 0 0 33 715AM 0 0 0 0 0 0 2 0 0 0 0 0 25 2 0 0 0 21 0 0 50 720AM 0 0 0 0 0 0 2 0 1 0 0 0 21 3 0 0 0 17 0 0 44 725AM 0 0 0 0 0 0 5 0 1 0 0 0 26 0 0 0 1 15 0 0 48 F 4 N a8 3 S 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V CO CO V V V V CO CO V V V V V CO CO O V V CO CO V O V V CO CO V O V V V CO V 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ 5 ........................ ........................ .................. .....0 0 1 ........................ - 1 ........................ ........................ .................. ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ........................ A A m A A A A to tT F-_t A AN AN A W V V V V V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V o o V V V V V V V V 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 o r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v r N r N o v A o W w A v o r N r r 0 0 0 0 0 N o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > = o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 ,,,W 1-W ..or-W r to W r-W o r N v r-W o o A A W A N N ti W J W ui to EL'J O m J A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,o r o 0 0 0,o r o 0,0 0 0 -to,A W N A N W-t A N -,0 m r N 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73b4 0 0 0 0 0 0 0 0 0 0 0 7'A0:4 0 0 0 0 0 0 0 0 0 0 7_A5,,M 0 0 0 0 0 0 0 0 0 7 b0.4 0 0 0 0 0 0 0 0 0 0 0 1 755 4 0 0 0 0 0 0 0 0 0 i 0 0 g 00 PM 0 0 0 0 0 0 0 0 0 0 0 1 g 057" 0 0 0 0 0 0 0 0 0 1 0 g'.10?M 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 g;15?M 0 0 0 0 0 0 8'204 0 0 0 0 0 0 0 0 0 0 0 0 g-25 4' 0 0 0 0 0 0 0 0 0 0 0 3304 0 0 0 0 0 0 0 0 g35 4 0 0 0 0 0 0 0 004 0 0 0 0 0 0 g'A5'M 0 0 3.504 g.554 All Traffic Data Services 4 SW Stafford Rd&Sunny HIE Rd AM Wednesday,Februcry 16,2022 Peak HOJI 0745 AM-0845 AM Peak 15-Minut^c 0815 AM-0830 AM Traffic Counts•AI Vehlcbs _S„n,n H,11R,1 _Siaiiiv H111R,1 SW S1RIIn„1 R41 SW SO.,Rd F.c MI i,l SWIll load Nnnl,l,nnn,l So,rurlrnl,n,l 4o1110 Ti,nn U Turrl L f T L_12L R_T R ja,,r1 fin T __112L R' ,2 j.r TVr- L 1JL_180L R�_ufJIr- T� ram__1°hL RAT R MINI Hear 700AM 0 0 0 1 0 0 0 0 0 0 0 1 10 0 0 0 0 19 0 0 31 673 7:05AM 0 0 0 1 0 0 0 0 0 0 0 0 14 0 0 0 0 21 0 0 36 717 7:10AM 0 2 0 1 0 0 0 0 0 0 0 0 21 0 0 0 0 14 0 0 38 775 105 71SAM 0 0 0 1 0 0 0 0 0 0 0 0 28 0 0 0 0 23 0 0 52 824 7 20 AM 0 2 0 4 0 0 0 0 0 0 0 2 22 0 0 0 0 13 1 0 44 883 7 25 AM 0 1 0 1 0 0 0 0 0 0 0 0 30 0 0 0 0 18 0 0 50 938 146 730 AM 0 1 0 2 0 0 0 0 0 0 0 2 31 0 0 0 0 32 0 0 58 981 7.35AM 0 2 0 1 0 0 0 0 0 0 0 1 28 0 0 0 0 28 0 0 60 973 7:40AM 0 0 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 22 0 0 65 998 183 7.4S AM 0 0 0 0 11111 50 0 0 0 34 0 00 1 1,001 750 AM 0 1 0 1 0 0 0 0 0 0 2 38 0 0 0 0 27 0 0 69 953 755 AM 0 1 0 5 0 0 0 0 0 0 0 J 39 0 0 0 0 34 0 0 E1 971 239 8 00 AM 0 2 0 1 0 0 0 0 0 0 0 9 34 0 0 0 0 29 0 0 75 953 8.050M 0 4 0 5 0 0 0 0 0 0 0 4 36 0 0 0 0 43 2 0 94 8:10AM 0 0 0 5 0 0 0 0 0 0 0 4 31 0 0 0 0 46 0 0 87 256 8'1SAM 0 0 0 8 0 0 0 0 0 0 0 1 49 0 0 0 0 52 1 0 1'1 820 AM 0 0 0 11 0 0 0 0 0 0 0 5 42 0 0 0 0 39 2 0 99 8 J5 AM 0 0 0 0 0 0 0 0 0 0 0 1 62 0 0 0 0 28 2 0 93 303 830 AM 0 0 0 1 0 0 0 0 0 0 0 2 28 0 0 0 0 19 0 0 50 835 AM 0 0 0 1 0 0 0 0 0 0 0 2 47 0 0 0 0 35 0 0 85 8:40AM 0 1 0 1 0 0 0 0 0 0 0 6 40 0 0 0 0 20 0 0 68 203 8'45AM 0 1 0 2 0 0 0 0 0 0 0 2 15 0 0 0 0 20 1 0 41 8.50 AM 1 0 0 1 0 0 0 0 0 0 0 2 44 0 0 0 0 38 1 0 87 8'S5 AM 0 3 0 0 0 0 0 0 0 0 0 0 26_ 0 0 0 0 34 0 0 63 191 r r r I - 496 U U- U 41 U 1,U01 3,878 c-Fni Ind thrki Ind hhniinfl Velack Type �LL1i1 Lef F�TJ_! �i°'rL RTOR �LT411r Lett nl TJJ 2._°^L R�1T11rt1 _erL n rJ_! l�i°hL RTOR yT411r Lett n�,Tlrru_ Rai°IrL RAT? $11L Arucubted Trucks 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 2 0 0 5 Lights 0 10 0 44 0 0 0 0 0 0 0 33 475 0 0 0 0 396 7 0 965 Medlur-ls 0 0 0 0 0 0 0 0 0 0 0 3 20 0 0 0 0 8 0 0 31 Total 0 10 0 44 0 0 0 0 0 0 0 38 496 0 0 0 0 406 7 0 1,001 Pedestrians 7 0 0 0 7 B cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H cycks on Crasswal< 1 0 0 0 1 Heavy\'chick Perce'ltage Heavy\'chick Perce-ltage 0.0% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.6% 0.0°% 13.2% 4.2% 0.0% 0.0% 0.0% 2.5% 0.0% 3.6% Peak H02:Factor)PHF) IIIIIIIIII, Peak Rang Hour Fbw Rates F-,c hnnnd WacMnilnh Nn1111rnnM Snn..i lnd Velark Tyne r10::rn r5 L- L_13192- II-Tiirn ek TVrr1J- L 131l13 1jyCyL eFl 110 _lit,Q- I-Turn eft 131I12 Tnia1 Artcubted Trucks ' 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 2 0 0 5 Lghts 0 10 0 44 0 0 0 0 0 0 0 33 475 0 0 0 0 396 7 0 965 Mediuns 0 0 0 0 0 0 0 0 0 0 0 3 20 0 0 0 0 8 0 0 31 Total 0 10 0 44 0 0 0 0 0 0 0 38 496 0 0 0 0 406 7 0 1,001 Pedestrians 7 0 0 0 7 H cycles an Re..d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H cycle,on Crosswak 1 0 0 0 1 Heavy\'ehicb Perae rtage 0.0'w 0.0% 4.9'% 2.4% 3.6% Heavy\'ehicb Percentage 0.0. 0.00 0.0'ia 0.0% 0.0'% 0.0% 0.0% 0.0% 0.0% 0.0'% 0.0% 13.2% 4.2% 0.0% 0.0% 0.0% 0.0% 2.5% 0.0% 0.0% 3.6% Peak Hof:Factor IPHF) 0.58 0.0J 0.83 0.72 0.83 Peek 802:Factor 111FF) 0.25 0.61 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.59 0.82 0.00 0.00 0.00 0.00 0.72 0.45 0.00 0.83 Traffic Counts by Vehicle Type Faadni Ind In1..Mmdimd NnnuH lIv: So:uhhoilnd Talle y i l f T 1_�i"'rL RAT G _Lail i I-ff Tom R1"nL 1 :. _LL rl' I rJ_1R:ohr P."_UL ' -. ram_�1.1L RAT F ,eal Arnrukted Trurkc 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 725AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 730AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 755AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 800AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 805AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8 15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 0 0 1 0 0 0 0 0 0 0 1 10 0 0 0 0 18 0 0 30 705AM 0 0 0 1 0 0 0 0 0 0 0 0 14 0 0 0 0 20 0 0 35 710AM 0 2 0 1 0 0 0 0 0 0 0 0 18 0 0 0 0 13 0 0 34 715AM 0 0 0 1 0 0 0 0 0 0 0 0 27 0 0 0 0 21 0 0 49 720AM 0 2 0 4 0 0 0 0 0 0 0 2 20 0 0 0 0 12 1 0 41 725AM 0 1 0 1 0 0 0 0 0 0 0 0 29 0 0 0 0 16 0 0 47 F 4 N a8 3 S 0 0 0 N N 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 H o 0 000000000000000000000000 000000000000000000000000 0,0000000000000000 0 0 0 0 0 ,0 I �y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o W o o r+0 0 0 0 0 0,N ,,O N, V V V ,r 4 V V V ,V V V V V V V V V V ,V V V V V V V I,V V V V V V V V V V V V V V V V V V V V V V V V V V CJCJCJCJ V V V V V CO CO V V V V CO CO V V V V V CO CO O V V CO CO V O V V CO CO V O V V V CO V 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N,J H t,N 0 I�m m(n N(n N L 0 H N 0 0 0 0 0 0 0 ........................ 5 ........................ ........................ .................. .....0 0 1 ........................ - 1 ........................ ........................ .................. ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ........................ .................. V V V V V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V o V V V V V V V V V V 0000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 000000000000000000000000 > - 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 k0000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0,0 ,0 0 0 0 0 00,000 0 0 0,,rn r N to,W il, N 0 0,N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r-r-r- J o < =,N F N Q.,(n o o r v,W o o m L A N u�i W W O W YNi"n F-(n W N W W F- 0 0 0 0 0 0 0 ° 0 0 ° 0 ° 0 q 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 7354 0 q 0 0 0 0 0 0 0 0 0 7'.A0 40 0 0 0 0 0 q a p 0 0 7_45,iM 0 0 0 q 0 0 0 0 0 7 004 0 0 0 0 0 0 0 D 0 0 0 0 755 4o 0 i 0 q 0 0 0 0 0 0 $00 PM 10 1 0 0 0 0 0 0 q 0 B 05 aM 0 1 0 q 0 0 0 0 0 0 0 q g'.1024 1 1 2 0 0 0 0 q 0 a 0 g115,+M 1 0 1 0 0 0 0 0 0 0 0 q S.ZO>M 0 q p 1 0 0 0 0 0 0 0 U g-25 PM a 1 0 0 0 0 0 0 q 0 0 830?M i 0 0 0 0 0 0 0 g35 rM 0 0 1 0 0 0 0 340 4 1 0 0 0 0 30454 0 0 q g504 0 B,55 AA All Traffic Data Services 5 Vic\'ey Ave S South Shore ekd AM Wednesday,Februcry 16,2022 Peak Hall 0745 AM-0845 AM Peek 15-Minutes 0810 AM-0825 AM Traffic Counts•All Vehicles Cnnlh Chn,n RA.1 _Snnih Chnre HMI M,Vec Age nneVev Axe F.c hno,id weolva nd %Anl,hn,0nd sn,,111,nn,l Holing Tine OTurrl L t T L_52L R_T R _IJMr-fin Tom__15.L R�_LTVr-_ L rJL_1°h, R�j jfJI4- T� r�__1°hL RAT R Total Hoer 7 00 AM 0 4 1 3 0 3 0 1 1 0 0 1 10 0 0 0 0 15 4 0 41 979 7:05AM 0 9 0 0 0 0 0 0 0 0 0 1 14 0 0 0 0 18 3 0 45 1,052 7:10AM 0 6 0 0 0 0 0 0 0 0 0 2 21 0 0 0 0 20 7 0 56 1,145 142 71SAM 0 S 0 1 0 0 0 0 0 0 0 3 28 0 0 0 0 24 9 0 73 1,231 7 20 AM 0 S 0 1 0 0 0 0 0 0 0 3 17 0 0 0 0 14 11 0 54 1,298 7 JS AM 0 12 0 0 0 0 0 0 0 0 0 5 34 0 0 0 0 14 11 0 76 1,376 ASS 730 AM 0 17 0 0 0 0 0 0 0 0 0 4 25 0 0 0 0 23 13 0 82 1,426 7.35AM 0 14 0 2 0 0 0 0 0 0 0 3 32 0 0 0 0 24 7 0 82 1,448 7:40AM 0 16 0 2 0 0 0 0 0 0 0 5 31 0 0 0 0 25 14 0 93 1,476 257 7.4508 0 15 0 0 0 S 57 1110 0 23 16 0 750 AM 0 20 0 8 0 0 0 0 00 5 30 0 0 0 0 22 41 0 7 55 AM 0 32 0 3 0 0 0 0 0 0 0 3 43 0 0 0 0 29 20 0 13 377 8 00 AM 0 22 0 5 0 0 0 1 0 0 0 5 35 0 0 0 0 29 27 0 124 1,371 8.05AM 0 25 0 5 0 0 0 0 0 0 0 3 29 0 0 0 0 35 30 0 128 8:10 AM 0 22 0 8 0 0 0 0 0 0 0 11 38 0 0 0 0 39 24 0 142 I 394 8.1S AM 0 22 0 4 0 0 0 0 0 0 0 S 36 1 0 0 1 48 23 0 140 820 AM 0 19 0 6 0 0 0 0 0 0 0 4 45 0 0 0 0 33 25 0 132 8 25 AM 0 27 0 1 0 0 0 0 0 0 0 9 46 0 0 0 0 27 16 0 126 398 830 AM 0 19 0 4 0 0 0 0 0 0 0 3 39 0 0 0 0 15 23 0 104 835 AM 0 18 0 2 0 0 0 0 0 0 0 4 35 0 0 0 0 34 17 0 110 8:40AM 0 16 0 5 0 0 0 0 0 0 0 2 40 0 0 0 0 15 15 0 94 308 8'45AM 0 S 0 1 0 0 0 0 0 0 0 2 25 0 0 0 0 23 18 0 77 8.50 AM 0 16 0 6 0 0 0 0 0 0 0 2 42 1 0 0 0 25 21 0 114 8'S5 AM 0 8 0 5 0 0 0 0 0 0 0 0 J3 0 0 0 0 35 8 0 S0 271 r r r • 473 1 0 0 1 352 2, 0 1,4, 5,702 hecral Vehlck Tyne a Tl,,,, Let _F�Tom! �t_°'rL RTOR �LT411' Lett Al T�J_��°^L R�1T11r1' �etL n rJ!_IRt_55L 515 L. 1 Lett ��, 1,g_�,1LL RAT?�r$l!L Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 2 1 0 0 Lights 0 249 0 55 0 0 0 1 0 0 0 58 449 1 0 0 1 345 237 0 1,426 Medlur'ns 0 S 0 1 0 0 0 0 0 0 0 1 21 0 0 0 0 5 9 0 45 Total 0 257 0 55 0 0 0 1 0 0 0 59 473 1 0 0 1 352 277 0 1,477 Pedestrians 1 0 0 0 1 F cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B cycks on Crosswak 0 0 0 0 0 Heavy\'chick Percentage Heavy\'ehlck Percentage 0.0% 3.13 0.0°% 1.8% 0.0% 0.0% 0.0% 0.0% 0.0°% 1.7% 5.1% 0.0% 0.0% 0.0% 2.0% 3.6% 3.5% Peak Hal:Factor)PI-IF) IIIIIIIIII, Peak Rang Hour Fbw Rates F,c hnnnd Wecihnnd Nnalanca el Snn[hhnnnd Vehlrk Tyne II-Turn -WI- L- L_13192- 18018n ek 01,r1J- L 131l13 1jyCyL eFl 110 1_lit,Q- I-Turn eft 13192 Tnial Artcubted Trucks ' 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 2 1 0 6 Lghts 0 249 0 55 0 0 0 1 0 0 0 58 449 1 0 0 1 345 257 0 1,425 Medluns 0 8 0 1 0 0 0 0 0 0 0 1 21 0 0 0 0 5 9 0 45 Total 0 257 0 56 0 0 0 1 0 0 0 59 473 1 0 0 1 352 277 0 1,477 Pedestrians 1 0 0 0 1 R cychs on Racd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R cycle,on Crosswak 0 0 0 0 0 Heavy\'ehlek Force rtage 2.9'w 0.0% 4.7'% 2.7% 3.5% Heavy Aehlek Percentage 0.5 r 3.15 0.0'% 1.8'a 0.0'% 0.0'% 0.0'% 0.0% 0.0'% 0.0'% 0.0% 1.7'% 5.1'% 0.0% 0.0% 0.0% 0.0% 2.0% 3.6% 0.0% 3.5% Peak Hod:Factor)PI-IF) 0.85 0.25 0.91 0.79 0.89 Peek Hod:Factor)1'FF) 0.00 0.31 0.25 0.78 0.00 0.00 0.00 0.25 0.25 0.00 0.00 0.78 0.91 0.50 0.00 0.00 0.25 0.74 0.79 0.00 0.89 Traffic Counts by Vehicle Type FAA-Tale, IAroerndlmd No.u,h ,nd So'nhbound Time _Lail [ T 1_�1"„L RAT 5 JLTuIl :�h Tom! �1"nL ATOP -n e!t rJ_1R:ohr PE" _UL ice" ram_�1"hL RAT R �:al Art:rukte,:TYurks 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 7 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 725AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 730AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 755AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 800AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 3 805AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 4 1 3 0 0 0 1 1 0 0 1 10 0 0 0 0 15 4 0 40 705AM 0 9 0 0 0 0 0 0 0 0 0 1 14 0 0 0 0 17 3 0 44 710AM 0 6 0 0 0 0 0 0 0 0 0 2 19 0 0 0 0 18 7 0 52 715AM 0 7 0 1 0 0 0 0 0 0 0 3 27 0 0 0 0 22 9 0 69 720AM 0 S 0 1 0 0 0 0 0 0 0 3 15 0 0 0 0 13 10 0 50 725AM 0 12 0 0 0 0 0 0 0 0 0 4 33 0 0 0 0 12 11 0 72 F 4 N Er,a8 3 S 0 0 0 0 0 0 0 L` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 0 0 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �0 0 0 0 0 0 0 I y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '' y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,,o v o 0 0 0 o,0 , I. o o ,0 0,0 0 o m to,rn m U') -1U'N N A N 8 N m A m V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V — V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V CO CO V V V V CO CO V V V V V CO CO O V V CO CO V O V V CO CO V O V V V CO V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m N a N a m L m(n(n W m(r N N 0 0 0 0 0 0 0 0 000000000000000000000000 5 1 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 000000000000000000000000 - 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o V o V o o V 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V V V V V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V o V o 0 0 0 0 0 0 o F+0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 000000000000000000000000 >▪ - 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 k0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 ,0 0 0 0 0 0 r+0 0 0 0 0 0 0 0 F+0 0 0 0 0 0,J r+N il L.to v O w(n L.(n(r(n W il 000000000000000000000000 0 r-r-0 ,t-W =r-W o N W W N,, r r v,0 o o W F--G O W W A A V N N F-N N C H. O A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73b4 0 0 0 0 0 0 0 0 0 0 0 7'A0:4 0 0 0 0 0 0 0 0 0 0 7_A5,,M 0 0 0 0 0 0 0 0 0 7 b0.4 0 0 0 0 0 0 0 0 0 0 0 0 755 pM o 0 0 0 0 0 0 0 0 0 0 g 00 PM 0 0 0 0 0 0 0 0 0 0 0 0 g057" 0 0 1 0 0 0 0 0 0 0 0 0 3',10?M 1 0 0 0 0 0 0 0 0 0 0 0 3115?M 0 0 0 0 0 0 0 0 0 0 0 0 8'204 0 0 0 0 0 0 0 0 0 0 0 0 3-25 4' 0 0 0 0 0 0 0 0 0 0 0 330 40 0 0 0 0 0 0 0 g35 40 0 0 0 0 0 0 004 0 0 0 0 0 0 g'A5'M 0 0 3504 3.554 All Traffic Data Services 6 Tleetap Lo S Overbak Dr AM Wednesday,Februcry 16,2022 Peak HOJI 0735 AM-0835 AM Peak 15-Mlnut^c 0810 AM-0825 AM Traffic Counts•All Vehicles rn,P,bnk In rn,P,bnk n, T,Peinn I n Tra.Inn I n F.c hninul w=clhnnn.l Nnal,I,nnnrl S0,,:11n1,n,l Holing Trine OTarr, L t T L_1.1 R_T R ja,,In fin TI __112L R' ,2 �TVr- L 1JL_180L R�_ufJIr- T� r�__1°hL RAT R Total Hear 700 AM 0 0 2 0 0 0 0 1 1 0 0 1 0 1 0 0 0 1 0 0 7 239 7:05AM 0 0 7 1 0 0 0 3 1 0 0 0 0 0 0 0 1 0 0 0 13 302 7:10AM 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 0 0 12 383 32 71SAM 0 0 5 0 0 0 0 2 0 0 0 2 0 1 0 0 0 0 0 0 10 469 720 AM 0 0 0 0 0 0 4 0 0 0 1 1 0 0 0 0 0 0 0 9 557 7 25 AM 0 0 5 1 0 0 0 2 1 0 0 1 0 0 0 0 4 0 0 0 14 645 33 730 AM 0 0 6 0 0 0 0 0 2 0 0 1 0 0 0 0 3 0 0 0 12 685 7.35?M 0 12 0 0 0 0 3 0 0 2 3 0 0 0 4 0 0 0 7:40?M 0 1 15 1 0 0 1 4 0 0 0 0 0 0 0 2 0 0 0 27 65 7.4S AM 0 0 12 2 0 0 0 10 2 0 0 0 2 0 0 0 2 0 0 0 30 691 750 AM 0 0 18 1 0 0 0 5 1 0 0 2 A 0 0 0 4 0 0 0 31 687 755 AM 0 0 13 1 0 0 I 16 5 0 0 5 1 0 0 0 5 1 0 0 48 677 109 800 AM 0 0 30 5 0 0 3 14 7 0 0 4 1 0 0 0 5 1 0 0 70 654 8.05AM 1 1 32 7 0 0 2 22 8 0 0 2 1 0 0 0 15 1 1 0 94 8:10AM 0 2 33 4 0 0 0 20 10 0 0 3 0 1 0 0 23 1 1 0 98 262 8'1S AM 0 A 31 4 0 0 0 23 A 0 0 1 3 2 0 0 24 3 0 0 93 8 20 AM 0 2 24 5 0 0 4 24 10 0 0 1 1 GimM 0 0 20 2 0 _ 0 97 8 25 AM 0 0 5 1 0 0 2 27 9 0 0 A 2 0 0 2 2 1 0 54 240 830 AM 0 0 5 1 0 0 0 7 4 0 0 3 0 0 0 1 0 0 0 21 835 AM 1 0 7 4 0 0 0 7 0 0 0 2 0 0 0 0 1 1 0 0 23 8:40AM 0 0 7 3 0 0 0 11 2 0 0 0 2 0 0 0 2 0 0 0 27 71 8'45AM 0 0 7 3 0 0 0 7 1 0 0 1 1 1 0 0 4 1 0 0 26 8.50 AM 0 A 12 1 0 0 1 4 A 0 0 0 1 0 0 0 2 0 0 0 21 8.55 AM 0 0 18 0 0 0 0 4 1 0 0 0 0 0 0 0 I 1 0 0 J5 7J 05 0 0 12 185 65 0 0 25 I r 2,709 c-hnlinfl f1-1,1111,1 Vehlck Tvae JLL. Let Fa TJ_! � FlRTOR �L.,1 Lett nr TJJ 21°^L R�1T11r1, _etL n rJ!_I�i°hL FT OR yT41, _FL I_ RAT?�r$r!L Arucukrad Trucks 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 Lights 2 5 214 37 0 0 12 180 63 0 0 24 13 8 0 0 105 11 3 0 677 Medlur-Is 0 0 3 1 0 0 0 4 1 0 0 1 0 0 0 0 0 1 0 0 11 Total 2 5 217 38 0 0 12 186 65 0 0 25 13 8 0 0 105 12 3 0 691 Pedestrians 0 20 0 0 20 8 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 cycks on Crosswak 0 0 0 0 0 Heavy\'chick Percentage Heavy\'ehlck Percentage 0.0% 0.0% 1.4°1, 2.67, 0.0% 0.0% 3.2% 3.1% 0.0% 4.0% 0.0% 0.0% 0.0% 0.0% 8.3% 0.0% 2.0% Peak Hc.i:Factor:PHF) IIIIIIIIII, Peak Rang Hour Fbw Rates F-,c hnnnA Wecihnnnh N5,111,501, Sr...linh Vehlrk Tyne II-Turn rry IL L_13192- II-Tare ek TV,rl L 131l13 j.80 . eFl 110 _lit,Q- ,-Turn eft 13192 Tnial Arbcubted Trucks 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 Lights 1 6 228 31 0 0 13 171 65 0 0 24 13 8 0 0 108 10 3 0 581 Medluers 0 0 3 1 0 0 0 2 1 0 0 1 1 0 0 0 0 1 0 0 10 Total 1 6 231 32 0 0 13 175 67 0 0 25 14 8 0 0 108 1' 3 0 524 Pedestrians 0 20 0 17 37 R cychs on Racd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R cycle,on Crosswak 0 0 0 0 0 Heavy\'ehlek Perae,tage 1.5'w 2.4% 4.31b 0.8% 1.9% Heavy\'ehlcl Perae,tage 0.0 a 0.0 5 1.31 3.1% 0.0% 0.0% 0.0% 2.3% 3.0'1 0.0'M 0.0% 4.0% 7.1% 0.0% 0.0% 0.0% 0.0% 9.1% 0.0% 0.0% 1.9% Peak HUJ:Factor lPHF) 0.59 0.52 0.59 0.42 0.59 Peak Hear Factor)11HF) 0.50 0.38 0.60 0.61 0.00 0.00 0.54 0.63 0.62 0.00 0.00 0.5E 0.58 0.32 0.00 0.00 0.42 0.46 0.38 0.00 0.59 Traffic Counts by Vehicle Type Faa boom lnr..athplind Nunra, m.l C„i,*hhoand True I.a. 1 [ T 1_�1"„L RAT R�_Lail :.ft Tom! �I"nIR R�J.L-n e!t rJ_1 �I"hL 0006 11 ice" ram_�1"hL RAT R zal Artnrkted Trunks 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 725AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 730AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 755AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 800AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 805AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8 10 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8 15AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 855AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 0 2 0 0 0 0 1 1 0 0 1 0 1 0 0 0 1 0 0 7 705AM 0 0 7 1 0 0 0 3 1 0 0 0 0 0 0 0 1 0 0 0 13 710AM 0 0 8 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 0 0 12 715AM 0 0 5 0 0 0 0 2 0 0 0 2 0 1 0 0 0 0 0 0 10 720AM 0 0 3 0 0 0 0 4 0 0 0 1 1 0 0 0 0 0 0 0 9 725AM 0 0 5 0 0 0 0 2 1 0 0 1 0 0 0 0 3 0 0 0 12 F 4 N Er,a8 3 S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 00000000000000000000000 000000000000000000000000 0 0 0 0 t-0 0 0 0 0 t-0 0 0 0 0 0 0 0 0 0 0 0 0 0 I L` �y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ''' y 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 N 0 N,0 0 0 0,0 0 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V I,CO V I,O V I,CO V V V V V CO CO N Iri+-1-1 01 tIl l9 A Y N N= 7+N ti N N P, N o o N N o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .- ....................... 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 N W W A N 0(n A A-J(n N N N 0 0 0 0 0 0 0 0 0 ........................ 5 ........................ ........................ .................. ,o o ,,=c 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0=o==o= 1 .- ....................... ........................ .................. ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ........................ o r-___= v A o=I.N W -o o r=_ V V V ,V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V N V F V V V V V V V V V V V V V V V V V ,}_I=_I P J W N=F 1,m to V,w V 000 ,000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _______________________= 0 0 0 0 0,0 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 0 0 0,,0 W ry 0-r.W -t to I,,,,, 0 0 0 N 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IJ 0 IJ 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r+0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r+0 N W v r+r+N N A to N 0 0 N 1 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 73b4 0 0 0 0 0 0 0 0 0 4 7',40:4 0 0 0 0 0 0 0 0 0 4 4 7.45,iM 0 0 0 0 5 0 0 0 4 7 b0.4 0 0 0 5 0 4 0 0 0 0 0 7554 o 0 0 4 5 0 0 0 0 0 g 00 PM 0 0 0 5 0 1 0 0 0 0 0 0 g 05 40 0 0 1 0 2 0 0 0 0 0 0 3,10 P•A 0 0 0 2 0 2 0 0 0 0 0 0 3;i5?M 0 0 0 ; 0 1 0 0 0 0 0 0 8'204 0 0 0 1 0 0 0 0 0 0 0 0 g-25 4' 0 0 0 0 0 0 0 0 0 0 0 3304M 0 0 0 0 0 0 0 0 g35 4 0 0 0 0 0 0 0 g q04 0 0 0 0 0 3,45.40 0 0 3.504 B,55 aM All Traffic Data Services 7 SW Stafford Rd&GoF Driveway AM Wednesday,February 16,2022 Peak Hail 0740 AM-0840 AM Peak 15-Minntos 0815 AM-0830 AM Traffic Courts•AI VehICI9s fnlr nrivew.,v OA!Ors Pwav SW Slarrnr,l El SW Ctarrnnl R,I F.c hnn,,,i Wekateanal Nn,11tn,,,,,1 R0,,n,hnnr„I Ogling Tine OTurrl L f T L_1.1 R_T R ja.prl fin T1 __i°IL R' ,2 _LTVr- L rJL_18.L R�_ufJlr-__ T� TI-.__1°hL RAT R Total Hear 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 21 0 0 35 701 7:05AM 0 0 0 0 0 0 0 0 0 0 0 1 16 0 0 0 0 24 0 0 41 745 7:10AM 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 17 0 0 36 800 112 715 AM 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 21 0 0 52 857 7 20 AM 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 24 0 0 54 937 7 25 AM 0 0 0 0 0 0 0 0 0 0 0 0 J6 0 0 0 0 21 0 0 47 990 153 730 AM 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 20 0 0 59 1,039 7.35AM 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 35 0 0 62 1,034 7:40?M 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 0 0 30 201 7.4S AM 0 0 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 34 0 0 30 1,062 7 50 AM 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 36 0 0 75 1,024 7 55 AM 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 35 0 0 80 1,036 235 800 AM 0 0 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 37 1 0 79 1,017 8.050M 0 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 51 0 0 96 8:10AM 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 55 0 0 93 268 8.1S AM 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 78 0 0 132 820 AM 0 0 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 60 1 0 107 8 JS AM 0 0 0 0 0 0 0 0 0 0 0 0 67 0 0 0 0 28 1 0 96 .,.,5 830 AM 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 II 0 0 II -835 AM 0 0 0 0 0 0 5 0 08:40?M 0 1 0 0 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 2248'45?M 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 8.50 AM 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 8'S5 AM 0 0 0 0 0 0 0 0 0 0 0 0 J5 0 0 0 0 0 190 • • • r 4,139 L r1,41154 Lett Vellick Type �LLlil Lef F�TJ_! �i°'iL RTOR �LT411' nl TJJ_21°^L R�1T11r1' _ell_nrJ!_IRi°hL RTOR y_T411' _FL I_ RAT E_r$r!L Arucuk[ed Trucks 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 2 0 0 5 Lights 0 1 0 0 0 0 0 0 0 0 0 0 525 0 0 0 0 496 3 0 1,025 Mediur-Is 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 8 0 0 32 Total 0 1 0 0 0 0 0 0 0 0 0 0 552 0 0 0 0 506 3 0 1,052 Pedestrians 13 0 0 0 13 H cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 B cycks on Crosswak 2 0 0 0 2 Heavy\'chick Perceltage Heavy\'chick Perce-ltage 0.0% 0.0% 0.0'4 0.0% 0.0% 0.0% 0.0% 0.0% 0.0°,s 0.0% 4.9% 0.0% 0.0% 0.0% 2.0% 0.0% 3.5% Peak Ho.J:Factor IPHF) Peak Rang Hour Fbw Rates F-,c hna, 1Alect1nn5h NnrrhhnnnA Cnothhnnnd %Mark Tyne Ico::rn -WI- 1J- 1--131.9.6- I corirn -LIP.--TILL L 131l13 1ilat eFl -flu- -131.23- ,-Turn eft 131I12 Tnial Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 2 0 0 5 Lghts 0 0 0 0 0 0 0 0 0 0 0 0 522 0 0 0 0 499 3 0 1,024 Mediuns 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 8 0 0 36 Octal 0 0 0 0 0 0 0 0 0 0 0 0 553 0 0 0 0 509 3 0 1,065 Pedestrians 13 0 0 0 13 R cycics on Racd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 R cycle,on Crosswak 2 0 0 0 2 Heavy\'chick Force rtage 0.0'w 0.0`A 5.6'% 2.0% 3.8% Heavy\'chick Percentage 0.0 a 0.0 S 0.0'4 0.0'a 0.0'% 0.0'% 0.0'% 0.0% 0.0'% 0.0'M 0.0% 0.0'% 5.5'% 0.0% 0.0% 0.0% 0.0% 2.0% 0.0% 0.0% 3.8% Peak Had:Factor lFHF) 0.25 0.0J 0.83 0.66 0.79 Peek Ho.d:Factor IMF) 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.2a 0.83 0.00 0.00 0.00 0.00 0.36 0.50 0.00 0.79 Traffic Counts by Vehicle Type Faa 14coa tnr..srhoon1 Nonhh ,ncl H„lirhho,lnd Ogle I.a. 1 r T 1_�1"„L RAT R�_Lail :off Tom! �E"^L OTOR rl !t rJ1_�1"hL Pt- _UL :-. ram �l"hL RAT R itX;al Arnnrkted Trunks 700 AM 0 0 0 0 0 0 0 0 0 0 0 0 705AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 7 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 725AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 730AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 735AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 740AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 745AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 750AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 755AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 800AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 805AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8 15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 820AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 825AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 830AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 835AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 840AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 845AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 850AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8SSAM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 700AM 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 20 0 0 34 705AM 0 0 0 0 0 0 0 0 0 0 0 1 16 0 0 0 0 23 0 0 40 710AM 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 15 0 0 32 715AM 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 18 0 0 47 720AM 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 23 0 0 51 725AM 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 19 0 0 44 F 4 N a8 3 S 0000 ,00 0 0 N 0 0 0 0 0 N 0 0 0 0 N 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 F+F+I �y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r+0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,V V V ,r r V V ,V V V V V ,V V V V ,V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V O V V V V V O V V V V V O V V V V V 0 0 0 0 0 0 0 0000000000000000000,40000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ 5 ........................ ........................ .................. .....0 0 1 ........................ - 1 ........................ ........................ .................. ....... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................ ........................ .................. V V V V V V V I.= V V V V V V V V V V V V V V V V V V V V V V V V = V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,400000000000000000 k0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 0 ,0 , J 0 W =0 N r N m ,(n 0 W r v I=,_0 C't m N N N A?A FJ?W W W C?J m 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 2 0 0 ° 0 3 0 0 0 0 z 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 o a 73b4 j 0 o 1 0 0 0 0 0 0 0 7,40:4 0 0 0 0 0 0 0 0 0 0 7_A5,,M 0 o 0 0 0 0 0 0 0 7 b0'�' 0 0 0 0 0 0 0 0 0 0 0 0 755 pM o 0 0 0 9 0 0 0 0 0 0 0 g 004 0 0 4 0 0 9 0 0 0 0 9 0 g 054 " 2 3 0 9 0 0 0 0 0 0 0 3',10?M 1 0 0 0 0 0 0 3 0 0 0 0 3:15?M 0 ¢2 0 0 0 0 0 0 0 0 0 8'204 2 0 1 0 0 0 0 0 0 0 0 0 325 4' 0 0 0 0 0 0 0 0 0 0 330 4' 0 0 0 0 0 0 0 0 g35 40 0 1 0 0 0 0 004 1 0 0 0 0 0 g'A5'M 0 0 3504 g.55 PM All Traffic Data Services 1 SW St2fford Rd S.Rosemont Rd PM Wednesday,Februcry 16,2022 Peak Hal: 04 00 PM-05:00 PM Peak 15-Minut^s 0400 PM-04:15 PM Tra(Il0 COUnt6•AI Vehlelee Rec.anal R,1 Ro,=,nnia R,1 SW Sl1ffn„1 R,I SW Staffs„I Rd F.c kneed w=clhnnn.l Nn,n,nn,,n,: cn,28rn,,,,,i Roling Ti,nn OTIIrrI L f T L_i°i RAT R _IJMr- ,g Tom__i12L R�_1.,TV2._ L TJL_i1 L R� 2t7-_1. T�__1°hL RAT R Total Hear 400 PM 0 0 3 2 0 0 15 0 11 0 0 1 23 41 0 0 16 30 0 0 142 1,564 4:05 PM 0 0 0 0 0 14 0 12 0 0 3 41 36 0 0 7 30 0 0 146 1,545 4:10 PM 0 0 5 0 0 0 31 1 12 0 1 1 21 28 0 0 7 40 2 0 149 1,534 437 4:1..I'M 0 0 4 3 3 0 18 0 7 0 0 1 14 24 0 0 9 39 1 0 120 1,514 4:20 PM 0 0 2 2 0 0 13 0 7 0 1 1 23 24 0 0 12 25 0 0 111 1,527 4:25 PM 0 1 1 2 0 0 IS 0 6 0 1 1 24 35 0 0 17 38 0 0 141 1,532 372 430 PM 0 0 0 0 0 0 15 0 9 0 1 0 24 35 0 0 8 29 0 0 121 1,514 4:35 PM 0 0 0 18 0 9 0 0 3 35 24 0 0 11 33 1 0 134 1,495 4:40 PM 0 0 1 2 0 0 22 0 8 0 0 1 25 33 0 0 13 37 0 0 142 1,467 397 4:4a PM 0 1 0 1 0 0 11 1 9 0 0 0 18 26 0 0 21 31 0 0 119 1,450 4:50 PM 0 0 0 0 0 0 15 0 3 0 0 0 25 38 0 0 11 26 0 0 113 1,449 ni55 PM 0 0 2 0 0 11 0 7 0 0 0 20 25 0 1 17 43 0 126 1,440 358 5,00 PM 0 1 2 2 0 0 14 0 11 0 0 0 21 25 0 0 18 29 0 0 123 1,410 5:05 PM 0 1 5 3 0 0 22 0 12 0 0 0 26 21 0 0 13 31 1 0 135 5:10 PM 0 0 0 2 0 0 14 0 5 0 0 0 30 27 0 0 10 40 1 0 129 387 5:1a PM 0 0 1 1 0 0 11 0 4 0 0 2 27 33 0 0 16 37 1 0 133 5:20 PM 0 0 4 0 0 0 13 0 10 0 0 1 18 30 0 0 14 26 0 0 116 5-25 PM 0 0 0 1 0 0 14 0 11 0 0 0 33 28 0 0 9 27 0 0 123 379 530 PM 0 0 1 2 0 0 10 0 9 0 0 1 23 18 0 0 10 28 0 0 102 5:33 PM 0 0 2 0 0 0 5 0 2 0 1 2 24 28 0 0 13 29 0 0 106 5:40 PM 0 1 3 0 0 0 18 1 4 0 0 0 21 25 0 1 15 35 1 0 125 333 5:45 PM 0 0 1 1 0 0 12 0 6 0 1 0 29 35 0 0 8 25 0 0 113 5:50 PM 0 03 1 0 0 9 0 11 0 0 1 18 25 0 0 11 25 0 0 104 50 PM 0 0 0 0 0 0 0 0 6 0 0 1 0 16 28 0 0 13 25 0 0 96 318 l-Fra Ind thkeerel Vehlck Tyne a Tl,,,, Lef F�Tom_! ��°'�L RTOR �LT4,1' Lett nl T�J �I°^L R'1T1�r1' _erL n TJ!_1�1°hL R�_LT1,i 1 Lett n�,lrr,l R1°hL RAT?�T$f!L ,lrncubted Trucks ] 0 0 0 0 0 0 D 0 0 1 0 0 1 0 0 0 1 0 0 3 Lights 0 2 19 13 0 0 192 2 100 0 2 12 292 365 0 1 149 389 4 0 1,542 Mediur-,s 0 0 0 1 0 0 6 0 0 0 1 0 1 3 0 0 0 7 0 0 19 Total 0 2 19 14 0 198 2 100 4 12 293 369 1 149 397 4 1,564 Pedestrians 1 0 0 3 4 3 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 cychs on Crosswak 0 0 0 0 0 Heavy\'chick Perce',tage Heavy\'chick Perce-,tage 0.0% 0.0% 0.0°1, 7.1'd 0.0% 3.0% 0.0% 0.0% 50.0% 0.0% 0.3% 1.1% 0.0% 0.0% 2.0% 0.0% 1.4% Peak Hall Factor IPHF) IIIIIIIIII, Peak Rang Hour Fbw Rates Fnc hnnnA Woothnnnh NnrrhhnnM Snnihhnnnh Vehicle Tyne II-Turn cry L- L-131.9.6- II-Turn ek -TILL--Baal- 131l13 1ilat eFl 110 -131.23- I-Turn eft1. 131I12 Iatal Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 3 Lights 0 2 19 13 0 0 192 2 100 0 2 12 292 365 0 1 149 389 4 0 1,542 Mediums 0 0 0 1 0 0 6 0 0 0 1 0 1 3 0 0 0 7 0 0 19 Total 0 2 19 14 0 0 198 2 100 0 4 12 293 369 0 1 149 397 4 0 1,56.- Pedestrians 1 0 0 3 4 6 cychs on Racd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 cycle,on Crosswak 0 0 0 0 0 Heavy\'ehlek Perae rtage 2.9'w 2.0% 1.0'% 1.5% 1.4% Heavy\'ehlek Perae:rage 0.0 a 0.0. 0.0'% 7.1% 0.0'% 0.0'% 3.0'% 0.0% 0.0'% 0.0% 50.0% 0.0% 0.3% 1.1% 0.0% 0.0% 0.0% 2.0% 0.0% 0.0% 1.4% Peak HuJ:Factor IPHF) 0.64 0.85 0.86 0.93 0.89 Peek Ha.11 Factor 1131F1 0.00 0.50 0.79 0.68 0.00 0.00 0.83 0.50 0.71 0.00 0.33 0.60 0.90 0.88 0.00 0.50 0.86 0.91 0.42 0.00 0.89 Traffic Counts by Vehicle Type Paa hnena Inc...np:1n'1 Nnnuh ,n.l eni,thhollnd Tole I.a. r T 1_�1"„L RAT P .ail I�ff Tom! 0:001 SToP rl !t TJ1_ R:ahr PE" _UL I." Tom_�1"hL RAT R �:al Artnikte<I Trucks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:20 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 430 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 530 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 0 3 1 0 0 15 0 11 0 0 1 23 39 0 0 16 30 0 0 139 4:05 PM 0 0 0 0 0 13 0 12 0 0 3 41 35 0 0 7 29 0 0 144 4:10 PM 0 0 5 0 0 0 30 1 12 0 0 1 21 28 0 0 7 39 2 0 146 4:15 PM 0 0 4 3 0 0 18 0 7 0 0 1 14 23 0 0 9 39 1 0 119 4:20 PM 0 0 2 2 0 0 13 0 7 0 0 1 23 23 0 0 12 26 0 0 109 4:25 PM 0 1 1 2 0 0 14 0 6 0 1 1 24 35 0 0 17 38 0 0 140 4:30 PM 0 0 0 0 0 0 13 0 9 0 1 0 24 35 0 0 8 28 0 0 118 4:35 PM 0 0 0 0 0 0 17 0 9 0 0 3 35 24 0 0 11 32 1 0 132 4:40 PM 0 0 1 2 0 0 22 0 8 0 0 1 24 33 0 0 13 37 0 0 141 4:4.PM 0 1 0 1 0 0 11 1 9 0 0 0 18 26 0 0 21 3' 0 0 119 4:50 PM 0 0 0 0 0 0 15 0 3 0 0 0 25 38 0 0 11 19 0 0 111 455 PM 0 0 0 2 0 0 I I 0 7 0 0 0 20 75 0 I 17 4' 0 0 1)4 5 00 PM 0 1 2 2 0 0 14 0 11 0 0 0 21 25 0 0 17 28 0 0 121 5:05 PM 0 1 5 2 0 0 22 0 12 0 0 0 25 21 0 0 13 30 1 0 132 5:10 PM 0 0 0 2 0 0 14 0 5 0 0 0 30 26 0 0 10 40 1 0 128 5:1a PM 0 0 1 1 0 0 11 0 4 0 0 2 27 32 0 0 16 37 1 0 132 5:20 PM 0 0 4 0 0 0 13 0 10 0 0 1 18 30 0 0 14 26 0 0 116 26 PM 0 0 0 1 0 0 14 0 11 0 0 0 33 28 0 0 9 27 0 0 1)3 530 PM 0 0 1 2 0 0 10 0 9 0 0 1 23 18 0 0 10 27 0 0 101 5.35 PM 0 0 2 0 0 0 5 0 0 1 2 24 28 0 0 13 28 0 0 105 5:40 PM 0 1 3 0 0 0 18 1 4 0 0 0 21 25 0 1 15 35 1 0 125 5:45 PM 0 0 1 1 0 0 12 0 6 0 1 0 29 35 0 0 8 25 0 0 113 5:50 PM 0 0 1 0 0 9 0 11 0 0 1 18 25 0 0 11 25 0 0 104 55,3 PM 0 0 0 0 0 0 0 0 5 0 0 0 16 28 0 0 13 25 0 0 95 Mediu?, 4:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 3 4:05 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 4:10 PM 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 3 4:1.I'M 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 425 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 3 4:35 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:4..1'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 455 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 5:05 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 5:1..1'M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 5-20 PM 0 0 0 0 0 0 0 0 0 0 0 0 525 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:32 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 5:46 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:56 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 e cychs on Reed 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:06 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:16 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:26 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:36 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:46 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:06 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:16 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:26 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:36 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:46 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk FarhnilrA 1AI66155i156 Nnn55,1,1 5,',,,hniin6 Time 5C\h, 1\V 131 _;i.1P�_Si1:—.ISL SS'/ M Tots) 0025 055 p.11 l 4:00 PM 0 0 0 0 0 0 0 0 0 4:05I'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:36 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:46 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:56 PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:06 PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:16 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:26 PM 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:36 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:46 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:56 PM 0 0 0 0 0 0 0 0 0 Pedestrians F566,61151 Waclniind N 4111,5111, 5ni lh hell in,- T16, 001v 21v 0:::l —0:9 0'�—Tiara— 00:N_ -aYli— 5:l l :l.1. 5n47L 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:06 PM 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:16 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:26 PM 0 0 0 0 0 0 0 1 1 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 1 1 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:5,5PM 0 1 1 0 0 0 0 0 0 0 1 1 500 PM 0 0 0 0 0 0 0 0 0 505 PM 0 0 0 0 0 0 0 2 2 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 525 PM 0 0 0 0 0 0 0 0 0 5'1PM 0 0 0 0 0 0 0 0 0 535 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:5,5PM 0 0 0 0 0 0 0 0 0 0 0 0 All Traffic Data Services 2 SW St)fford Rd&0a'el bok Dr PM Wednesday,Febru,y 16,2022 Peak Hod: 04 10 PM-05:10 PM Peak 15-Minut^s 0455 PM-05:10 PM Traffic Counts•AR Vehlol06 rn,n,hnk n, !T,n,hn<n, SW Srafrnn l R,1 SW 511:o„1 RI F.c Fern nd 61 c11nnnd Na,n,nnnn,l Sni,u,hnnr„1 Ro11 0 Tin,P OTurr, L f T L_i°i RAT R ja,,In fin Tom__i°IL R' ,2 j.,TVr- L rJL_i°h� RQ_ufJIr- T� r�__i°OL RAT R Tntal Hoer 400 PM 0 8 3 13 0 0 2 2 6 0 0 6 24 2 0 0 6 32 1 0 105 1,238 4:06 PM 0 10 2 8 0 0 1 1 0 0 10 39 0 0 0 0 32 4 0 109 1,267 4:10 PM 34 107 1,274 321 4:1n I'M 0 18 0 11 0 0 3 0 0 0 1 18 0 0 2 317 0 94 1,261 4:20 PM 0 10 2 15 0 0 1 0 0 0 2 26 0 0 0 1 31 11 0 102 1,263 4:25PM 0 6 1 11 0 0 2 0 0 0 0 9 20 3 0 0 2 44 5 0 103 1,249 299 430 PM 0 6 2 3 0 0 0 0 1 0 0 4 26 1 0 0 2 30 10 0 85 1,242 4:35 PM 0 9 2 8 0 0 1 1 3 0 0 12 25 1 0 0 8 29 4 0 103 1,236 4:40 PM 0 6 4 7 0 0 3 2 6 0 0 3 27 5 0 0 3 42 5 0 113 1,223 301 4:4a PM 0 7 1 16 0 0 1 1 3 0 0 6 20 1 0 0 11 35 6 0 103 1,199 4:50 PM 0 5 4 9 0 0 1 3 0 0 0 5 19 0 0 0 8 34 5 0 93 1,179 455 PM 0 4 9 13 3 0 2 6 6 0 0 2 17 2 0 0 13 35 7 0 116 1,180 317 500 PM 0 6 4 19 0 0 4 10 17 0 0 8 26 2 0 0 2 33 3 0 134 1,146 '05 PM 0 5 1 10 0 0 5 8 14 0 0 6 0 0 1 31 5 0 116 5:10 PM 0 2 2 5 0 0 2 2 1 0 0 7 26 2 0 0 1 39 5 0 94 344 b:1a PM 0 5 1 15 0 0 1 0 0 0 0 4 29 1 0 0 1 37 2 0 96 520 PM 0 3 0 11 0 0 1 0 1 0 0 3 26 0 0 0 28 7 0 53 25 PM 0 4 1 5 0 0 1 1 3 0 0 3 36 1 0 0 2 29 5 0 96 230 530 PM 0 6 2 10 0 0 0 2 2 0 0 5 25 0 0 0 2 25 0 0 79 5:36 PM 0 9 0 9 0 0 2 1 0 0 0 5 20 0 0 0 0 38 6 0 90 5:40 PM 0 5 0 10 0 0 2 0 2 0 0 2 24 3 0 0 0 33 8 0 89 258 5:45 PM 0 5 1 5 0 0 1 1 1 0 0 4 24 9 0 0 4 26 7 0 83 5:50 PM 0 6 0 10 0 0 1 2 5 0 0 2 15 9 0 0 5 26 13 0 94 155 PM 0 5 2 6 0 0 7 1 6 0 0 2 13 6 0 0 4 27 3 0 82 264 • r r . . 6. 404 6. c-Fni Ind thrki Ind hhniinfl Vehlck Tyne �LT411' Lef Fn Tom_�i°'iL RTOR �LT411' Lett nr Tom �112L R t L1r1' _etl_n ram_I�11 L R�_ 11,,, Lett ni,Tl _rru Rai°hL RAT?�r$r!L orucubted Trucks ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 93 30 124 0 0 22 20 39 0 0 63 295 13 0 0 53 395 67 0 1,224 Medlur-1s 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 13 Total 0 97 30 124 0 0 22 20 39 0 0 63 295 13 0 0 53 404 63 0 1,238 Pedestrians 1 27 1 33 62 3 cycks on Road 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 cycbs on Crosswak 0 0 0 0 0 Heavy\'ehick Perceitage Heavy\'ehick Percentage 0.0% 4.1% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2.2% 1.5% 1.1% Peak Hod:Factor IPFF) IIIIIIIIII, Peak Rang Hour Fbw Rates F,c hnnnA WacMnnnh Nnrrhhnnnd Cnuthhnnnd Vehlrb Tyne II-Turn rry L- L-131.96 II-T11rn ek TV,r4_ L 131l13 1jyCyL eFl -flu-j-13j,Q3- I-Turn eft 119S Tniaf Articubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Dghts 0 86 30 131 0 0 28 35 62 0 0 61 286 20 0 0 55 395 70 0 1,259 Medians 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 1 0 14 Total 0 90 30 132 0 0 28 35 62 0 0 61 286 20 0 0 55 404 71 0 1,27.- Pedestrians 2 26 4 33 65 R cycbs on Racd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R cycbs on Crosswok 0 0 0 0 0 Heavy\'ehleb Peraertage 2.0'w 0.0% 0.0'% 1.9% 1.2% Heavy\'eh:ck Peraertage 0.0. 4.49 0.0'% 0.8% 0.0'% 0.0'% 0.0'% 0.0% 0.0'4 0.0'M 0.0% 0.0'% 0.0% 0.0% 0.0% 0.0% 0.0% 2.2% 1.4% 0.0% 1.2% Peak Hod:Factor IPFF) 0.86 0.43 0.91 0.88 0.87 Peek Ho.11 Factor 111FF) 0.00 0.67 0.49 0.79 0.00 0.00 0.64 0.33 0.42 0.00 0.00 0.69 0.84 0.36 0.00 0.00 0.45 0.95 0.70 0.00 0.87 Traffic Counts by Veh:ole Type Faa dnn,nd rnr..amp:md Nnndh ,n.l Sni,thhound Tara- I.a. r T 1_�t"„L RAT R�Jai , I�ff Tom! 0:01L OTOR rl !r rJ1_ R:ohr 0006 11 ice" ram_�1"hL RAT R �:al Ardnrbtell Trnrks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 430 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 530 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 3 3 13 0 0 2 2 6 0 0 6 24 2 0 0 6 32 1 0 105 4:05 PM 0 10 2 3 0 0 1 1 2 0 0 10 39 0 0 0 0 30 4 0 107 4:10 PM 0 7 0 10 0 0 5 4 7 0 0 3 34 2 0 0 2 28 3 0 105 4:15 PM 0 17 0 11 0 0 3 0 2 0 0 1 18 1 0 0 2 31 7 0 93 4:20 PM 0 9 2 15 0 0 1 0 3 0 0 2 26 0 0 0 1 31 10 0 100 4:25 PM 0 5 1 11 0 0 2 0 0 0 0 9 20 0 0 2 44 5 0 102 4:30 PM 0 6 2 3 3 3 3 0 1 0 0 4 26 1 0 0 2 30 10 0 85 4:35 PM 0 9 2 6 0 0 1 1 0 0 12 25 1 0 0 8 28 4 0 102 4:40 PM 0 6 4 7 0 0 3 2 6 0 0 3 27 5 0 0 3 42 5 0 163 4:4.PM 0 7 1 16 0 0 1 1 3 0 0 6 20 1 0 0 11 35 6 0 103 4:50 PM 0 5 4 9 0 0 1 3 0 0 0 5 19 0 0 0 8 31 5 0 90 455 PM 0 4 9 13 3 3 2 6 6 0 0 2 17 2 0 0 13 33 7 0 114 5 00 PM 0 6 4 18 0 0 4 10 17 0 0 8 26 2 0 0 2 32 3 0 132 5:05 PM 0 5 1 10 0 0 5 8 14 0 0 6 28 2 0 0 1 30 5 0 115 5:10 PM 0 2 2 5 0 0 2 2 1 0 0 7 26 2 0 0 1 39 5 0 94 5:1a PM 0 5 1 15 0 0 1 0 0 0 0 4 29 1 0 0 1 Si 2 0 96 5:20 PM 0 3 0 11 0 0 1 0 1 0 0 3 26 0 0 0 3 28 7 0 83 25 PM 0 4 1 5 0 0 1 1 3 0 0 8 36 1 0 0 2 29 5 0 96 530 PM 0 6 2 9 0 0 0 2 2 0 0 5 25 0 0 0 2 25 0 0 78 5.35 PM 0 9 0 9 0 0 2 1 0 0 0 5 20 0 0 0 0 37 6 0 89 5:40 PM 0 5 0 10 0 0 2 0 2 0 0 2 24 3 0 0 0 33 8 0 89 5:4a PM 0 5 1 5 0 0 1 1 1 0 0 4 24 _ 0 0 4 25 7 0 83 5:50 PM 0 6 0 10 0 0 1 2 5 0 0 2 15 _ 0 0 5 26 13 0 94 55,3 PM 0 5 2 6 0 0 7 1 6 0 0 2 13 6 0 0 4 27 3 0 82 Mediu?, 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 2 0 0 2 4:10 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 4:1.I'M 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:20 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 423 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:4..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 450 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 455 PM 0 0 0 0 0 0 0 0 2 0 0 2 5:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:1..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5-20 PM 0 0 0 0 0 0 0 0 0 0 0 0 525 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 5:46 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 B cycle,on Reed 4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:06 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:16 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:26 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:36 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:46 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:06 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:16 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:26 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:36 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:46 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk FarhnilrA 1AI8c1h8 Ind 2181115,1,1 Cnnthhniinn 7.8 SS1y—�y1� , _;i.1��__c`�:—.I,SSw _cw 635 O 6n �T 1s�i 4:00 PM 0 0 0 0 0 0 0 0 0 4.0M1'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:36 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:46 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:56 PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:06 PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:16 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:26 PM 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:36 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:46 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:56 PM 0 0 0 0 0 0 0 0 0 Pedestrians F-,,llrA W881,8281 N 82115n12, [nt 1.hni in,- 71Inr 001v rev 6 F:l �'-9:5 —7.'�—Tiara——99:N_�''l:. Ln17L ` 0 F1l 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:06 PM 0 0 0 0 1 1 0 0 0 0 1 1 4:10 PM 0 0 0 9 0 9 0 0 0 9 0 5 4:16 PM 0 0 0 0 0 0 2 0 2 4:20 PM 0 0 0 2 0 2 0 0 0 2 0 2 4:26 PM 0 0 0 1 3 4 0 0 0 1 4 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 1 1 2 0 0 0 1 2 3 4:40 PM 0 0 0 0 1 1 0 0 0 0 2 2 4:45 PM 1 0 1 2 1 3 0 0 0 2 1 3 4:50 PM 0 0 0 0 1 1 1 0 1 0 1 1 4:55 PM 0 0 0 2 2 4 0 0 0 2 4 4 5:00 PM 0 0 0 0 0 0 7 0 2 1 0 1 505 PM 0 1 1 0 0 0 0 1 1 0 0 0 5:10 PM 0 0 0 3 5 3 0 0 0 3 5 3 5:15 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 1 1 0 0 0 0 1 1 5 0 5 5:25 PM 0 0 0 0 1 1 0 0 0 0 0 0 5:0PM 0 0 0 0 0 0 0 0 0 535 PM 0 1 1 0 0 0 0 1 1 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:44 PM 0 1 1 3 0 3 0 1 1 2 0 2 5:50 PM 0 0 0 0 0 0 0 0 0 5 2 3 5:55 PM 0 0 0 0 0 0 0 0 0 All Traffic Data Services 3 SW Stafford Rd&ker9a Rd PM Wednesday,Febru;.ry 16,2022 Peak Hoe: 04 05 PM-05:05 PM Peak 15-Mlnut^s 04 35 PM-04:50 PM Traffic Counts•All Vehicles R=,nit R,I SW 519flnnI 81 SW liaise:Rd F.c hnii,iu w=klhn,.,vl Nn,n,h.99.1 69911.1nnr„1 Roling Ti,nn OTurr1 L f T L_92L R_T R jaVr-_n Ti __S°IL R' ,2 j,,2L-_ L iJL_9 L R P__2L._T� r�__i9hL RAT R Trani Hear 400 PM 0 0 0 0 0 0 3 0 1 0 0 0 34 3 0 0 1 35 0 0 78 1,007 4:05 PM 0 0 0 0 0 0 0 0 0 0 1 140 0 0 96 1,014 4:10 PM 0 0 0 0 0 0 7 0 0 0 0 0 2 23 0 0 43 1,005 257 4:1n I'M 0 0 0 0 0 0 2 0 0 0 0 0 2 37 0 0 79 1,001 4:20 PM 0 0 0 0 0 0 0 0 2 0 0 0 33 0 0 0 1 51 0 0 94 995 4:25 PM 0 0 0 0 0 0 5 0 1 0 0 0 27 3 0 0 3 40 0 0 79 975 252 430 PM 0 0 0 0 0 0 3 0 2 0 0 0 28 3 0 0 2 38 0 0 76 978 435 PM 0 0 0 0 0 0 1 0 2 0 0 0 35 4 0 0 2 49 0 0 93 971 4:40 PM 0 0 0 0 0 0 8 0 0 0 0 0 35 3 0 0 6 34 0 0 86 953 255 4:4a PM 0 0 0 0 0 0 6 0 0 0 0 0 30 1 0 0 1 46 0 0 44 939 4:50 PM 0 0 0 0 0 0 7 0 0 0 0 0 25 2 0 0 1 41 0 0 76 931 S4 PM 0 0 0 0 0 0 6 0 1 0 0 0 24 5 0 0 0 47 0 0 83 923 243 0 PM = 0 0 0 0 0 0 0 41 3 2 ae n n aF 903 5:05 PM 0 0 0 0 0 0 2 0 1 0 0 0 42 3 0 0 0 39 0 0 87 5:10 PM 0 0 0 0 0 0 7 0 1 0 0 0 30 3 0 0 3 35 0 0 79 251 5:19 PM 0 0 0 0 0 0 0 0 1 0 0 0 27 1 0 0 1 43 0 0 73 5:20 PM 0 0 0 0 0 0 1 0 2 0 0 0 33 6 0 0 1 31 0 0 74 1:25 PM 0 0 0 0 0 0 2 0 1 0 0 0 38 2 0 0 3 36 0 0 82 229 530 PM 0 0 0 0 0 0 1 0 2 0 0 0 27 2 0 0 1 35 0 0 59 5:35 PM 0 0 0 0 0 0 3 0 0 0 0 0 32 2 0 0 0 38 0 0 75 5:40 PM 0 0 0 0 0 0 4 0 1 0 0 0 26 4 0 0 2 35 0 0 72 216 5:45 PM 0 0 0 0 0 0 4 0 2 0 0 0 29 5 0 0 2 34 0 0 76 5:50 PM 0 0 0 0 0 0 5 0 1 0 0 0 20 4 0 0 0 38 0 0 68 5758 PM 0 0 0 0 0 0 I 0 0 0 0 0 24 2 0 0 I 35 0 0 53 207 611-67.61 Velllck Tyne �LLl11 Lef F�TJ_! �i°'iL RTOR �LT411' Lett nl fl. R._9^L R�1T11r1' _erL.n rlvn_ R 1_° ihL RTOR yT411' Le tt n�,liru_ Rai°hL RAT?�r$f!L arucuk%d Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 0 0 0 0 0 50 0 13 0 0 0 389 44 0 0 21 473 0 0 990 Medlurls 0 0 0 0 0 0 2 0 0 0 0 0 4 1 0 0 1 8 0 0 16 Total 0 0 0 0 0 0 52 0 13 0 0 0 393 45 0 0 22 482 0 0 1,007 Pedestrians 0 0 0 0 0 H cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 H cycles on Crosswak 0 0 0 0 0 Heavy\'chick Perceitage Heavy\'chick Perceitage 0.0% 0.0% 0.0°% 0.0`'d 0.0% 3.8% 0.0% 0.03 0.0°% 0.0% 1.0% 2.2% 0.0% 4.5% 1.9% 0.0% 1.7% Peak Hod:Factor IPHF) Peak Rang Hour Fbw Rates F-,c hnnnd WakMnnnh Nnrlhhnnnd Snatlasand Vehlrk Tyne II-Turn rry L-_Fact__13192- II-Tare -LIP.- TILL-_13.act_ 131l13 1jyCyL eFl 110 _lit,Q- I-T6:6 eft 131I12 Tnial ArticuL4ed Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 0 0 0 0 0 47 0 13 0 0 0 396 44 0 0 22 476 0 0 998 Mediums 0 0 0 0 0 0 2 0 0 0 0 0 4 1 0 0 1 7 0 0 15 Total 0 0 0 0 0 0 49 0 13 0 0 0 400 45 0 0 23 484 0 0 1,014 Pedestrians 0 0 0 0 0 6 cycles on Rural 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 R cycles on Crosswak 0 0 0 0 0 Heavy\'chicle Perot loge 0.0'w 3.2% 1.1'% 1.8% 1.6% Heavy\'chicle Percentage 0.0. 0.01 0.0'% 0.0% 0.0'% 0.0% 4.1% 0.0% 0.0% 0.0'M 0.0% 0.0'% 1.0'% 2.2% 0.0% 0.0% 4.3% 1.7% 0.0% 0.0% 1.6% Peak Had:Factor IPFF) 0.00 0.77 0.82 0.95 0.96 Peek Hod:Factor IPFF) 0.00 0.00 0.00 0.00 0.00 0.00 0.62 0.00 0.70 0.00 0.00 0.00 0.82 0.66 0.00 0.00 0.58 0.93 0.00 0.00 0.96 Traffic Counts by Vehicle Type Faa hniina tnr..amplmd Nnhuh ,rid Hai,thh011nd Tnle I.a. r T i_��"„L RAT R�JLrull I ft TS 0:001 0006 rl !I Tutu_ :oht 0T06 11 icen ram �1"hL RAT R ,IX;al Arnrukteul Trunks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 0 0 0 0 0 3 0 1 0 0 0 34 3 0 0 1 35 0 0 77 4:05 PM 0 0 0 0 0 0 4 0 3 0 0 0 44 4 0 0 1 40 0 0 96 4:10 PM 0 0 0 0 0 0 7 0 1 0 0 0 44 5 0 0 2 22 0 0 81 4:15 PM 0 0 0 0 0 0 2 0 0 0 0 0 32 5 0 0 2 37 0 0 78 4:20 PM 0 0 0 0 0 0 0 0 2 0 0 0 32 7 0 0 0 49 0 0 90 4:25 PM 0 0 0 0 0 0 5 0 1 0 0 0 26 3 0 0 3 40 0 0 78 4:30 PM 0 0 0 0 0 0 3 0 2 0 0 0 28 3 0 0 2 37 0 0 75 4:35 PM 0 0 0 0 0 0 1 0 0 0 0 35 4 0 0 2 48 0 0 92 4:40 PM 0 0 0 0 0 0 6 0 0 0 0 0 35 2 0 0 5 34 0 0 a5 4:4.PM 0 0 0 0 0 0 5 0 0 0 0 0 30 1 0 0 1 46 0 0 84 4:50 PM 0 0 0 0 0 0 5 0 0 0 0 0 25 2 0 0 1 39 0 0 73 455 PM 0 0 0 0 0 0 5 0 1 0 0 0 24 5 0 0 0 45 0 0 81 500 PM 0 0 0 0 0 0 0 0 1 0 0 0 41 3 0 0 2 38 0 0 85 5:05 PM 0 0 0 0 0 0 2 0 1 0 0 0 42 0 0 0 38 0 0 85 5:10 PM 0 0 0 0 0 0 7 0 1 0 0 0 30 3 0 0 2 35 0 0 78 5:1a PM 0 0 0 0 0 0 0 0 1 0 0 0 27 1 0 0 1 43 0 0 73 5:20 PM 0 0 0 0 0 0 1 0 1 0 0 0 33 6 0 0 1 31 0 0 73 525 PM 0 0 0 0 0 0 2 0 1 0 0 0 38 2 0 0 35 0 0 82 530 PM 0 0 0 0 0 0 1 0 2 0 0 0 27 2 0 0 1 35 0 0 59 5.35 PM 0 0 0 0 0 0 3 0 0 0 0 0 32 2 0 0 0 37 0 0 74 5:40 PM 0 0 0 0 0 0 4 0 1 0 0 0 25 4 0 0 2 34 0 0 70 5:45 PM 0 0 0 0 0 0 4 0 0 0 0 29 5 0 0 2 34 0 0 76 5:50 PM 0 0 0 0 0 0 5 0 1 0 0 0 20 4 0 0 0 38 0 0 58 55,3 PM 0 0 0 0 0 0 I 0 0 0 0 0 24 2 0 0 1 35 0 0 63 Mediuris 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 4:1.I'M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 0 0 4 425 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:4..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 1 0 0 2 455 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 5:1..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5-20 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 525 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 B cychs on Recd 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk Farhn[2,1 1Nrcihni Ind Nntthhnr Ind Cniithhnrrnn Time 0C\1, C1V 15L_;i.1P�_Si5:—.ISL SSW _cM Tots 1135 25 Toi;.,L 4:00 PM 0 0 0 0 0 0 0 0 0 4:0U 1'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 Pedestrians F 34-hn ill-it WaclniinA Noithhnnnd sniilhhe,inn 70, 21:: 21v 1SWL r'2:6 —7,'� 62::l —22:N_ :: —1n17L 2:L1: —1n:dl 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 o o 0 0 o ° 0 0 0 ° o ° ° 0 ° 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 435 PM 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 4:43 PM 0 0 0 0 U 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 453 PM 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 9 330 PM 0 0 ❑ 0 0 0 300PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 1 1 0 9 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:25PM 0 0 ° 0 0 0 0 0 0 0 530 PM 0 0 0 0 0 0 0 0 535 PM U 0 0,0 0 0 0 0 540 PM 0 0 0 0 5:45 PM 0 5:50 PM 5S PM All Traffic Data Services 4 SW Stafford Rd&Sunny HIE Rd PM Wednesday,February 16,2022 Peak Hod: 04 05 PM-05:05 PM Peak 15-Minr:tec 04 35 PM-04:50 PM Traffic counts•AI Vehlsbe _Samna Hill 1r1 _Snnnv H111 R,1 SW Slafrnnl Rd SW Stalrnnl Rd F.k hnnnd w=kihnnnvl Na:5.hnnn,l Snirarhnnnd Ro11ng Tin,P OTarr1 L f T L_87L R_T R jaVr-fin TI __S°OL R' ,2 j.rTVr- L iJL_LL, 1R��JIr- T� r�__i°hL RAT R Total Hear 400 PM 0 0 0 2 0 0 0 0 0 0 I.. 11 20 0 0 0 0 34 0 0 59 3 22 0 0 0 0 35 0 0 63 193 hdoorol Vellic6 Taa �LT411' Lef Fn Tom_�i°'rL RTOR �LT411r Lett Al TIR._°nL R��T11r1r _etL.n rlrru_ Ra° ihL RTOR _11,i 1 Lett ni iTrru Rai,,,L RA?�r.t.L arucukWd Trucks ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 1 7 0 30 0 0 0 0 0 0 0 29 377 0 0 0 0 431 17 0 922 Med., 0 0 0 2 0 0 0 0 0 0 0 0 3 0 0 0 0 5 0 0 10 Total 1 7 0 32 0 0 0 0 0 0 0 29 380 0 0 0 0 457 17 0 933 Pedestrians 8 0 0 0 8 8 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 B cycks on Crosswak 0 0 0 0 0 Heavy\'chick Percertage Heavy\'chick Percentage 0.0% 0.0% 0.0°% 63% 0.0% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.8% 0.0% 0.0% 0.0% 1.3% 0.0% 1.2% Peak Ho.di Factor IPFF) Peak Rang Hour Fbw Rates F,c hnand WakMnnnd Nnrlhhoimel Cnathhnnnd Vehirk Tyne II-Turn rry L- L_13192- II-Tiirn ek TVrr1J- L 131l13 1jgCyL ej 110 _lit,Q- ,1-Turn eft RTQR Tnial Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 1 7 0 28 0 0 0 0 0 0 0 35 378 0 0 0 0 459 17 0 936 Mediums 0 0 0 2 0 0 0 0 0 0 0 0 3 0 0 0 0 4 0 0 9 Total 1 7 0 30 0 0 0 0 0 0 0 35 381 0 0 0 0 474 17 0 946 Pedestrians 6 0 0 0 6 R cycbs on Racd 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 R cycks on Crosswak 0 0 0 0 0 Heavy\'ehicb Percentage 5.3'% 0.0% 0.7'w 1.0% 1.1% Heavy\'ehicb Pereertage 0.0. 0.0. 0.0'% 6.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0'% 0.8'% 0.0% 0.0% 0.0% 0.0% 1.1% 0.0% 0.0% 1.1% Peak HUJ:Factor IPFP) 0.71 0.0J 0.83 0.93 0.95 Peek Ho.di Factor il'FF) 0.25 0.58 0.00 0.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.79 0.79 0.00 0.00 0.00 0.00 0.96 0.71 0.00 0.95 Traffic Counts by Vehicle Type Faahnnr,a Inr...hound NaOLH ln.I Ong Ith5or:nd TIrne I.a l r Tom_�1",rL RAT R JLTuil I. Th 0:001 OTOR rl !t ram_ R:aht R:2" _UL1 icen ram_�1"hL RAT R xal Ardrakte<I Trarks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 0 0 2 0 0 0 0 0 0 0 1 34 0 0 0 0 31 2 0 70 4:05 PM 0 2 0 4 0 0 0 0 0 0 0 1 47 0 0 0 0 36 3 0 93 4:10 PM 0 0 0 2 0 0 0 0 0 0 0 3 43 0 0 0 0 23 1 0 72 4:15 PM 0 1 0 2 0 0 0 0 0 0 0 1 29 0 0 0 0 36 2 0 71 4:20 PM 0 1 0 4 0 0 0 0 0 0 0 3 33 0 0 0 0 47 1 0 89 4:25 PM 0 0 0 4 0 0 0 0 0 0 0 2 25 0 0 0 0 41 2 0 74 4:30 PM 0 2 0 2 0 0 0 0 0 0 0 1 29 0 0 0 0 35 0 0 59 4:35 PM 0 0 0 2 0 0 0 0 0 0 0 4 35 0 0 0 0 50 2 0 93 4:40 PM 0 0 0 3 0 0 0 0 0 0 0 4 29 0 0 0 0 35 2 0 73 4:4.PM 1 1 0 2 0 0 0 0 0 0 0 5 28 0 0 0 0 43 1 0 81 4:50 PM 0 0 0 2 0 0 0 0 0 0 0 2 23 0 0 0 0 38 1 0 56 455 PM 0 0 0 1 0 0 0 0 0 0 0 2 22 0 0 0 0 45 0 0 71 500 PM 0 0 0 0 0 0 0 0 0 0 0 8 35 0 0 0 0 39 2 0 84 5:05 PM 0 0 0 2 0 0 0 0 0 0 0 3 41 0 0 0 0 38 3 0 87 5:10 PM 0 0 0 1 0 0 0 0 0 0 0 1 27 0 0 0 0 35 0 0 54 5:1a PM 0 1 0 2 0 0 0 0 0 0 0 2 29 0 0 0 0 41 1 0 76 5:20 PM 0 1 0 0 0 0 0 0 0 0 0 2 32 0 0 0 0 32 0 0 57 29 PM 0 0 0 0 0 7 35 0 0 0 0 38 2 0 80 530 PM 0 1 0 2 0 0 0 0 0 0 0 3 25 0 0 0 0 35 1 0 57 5.35 PM 0 1 0 3 0 0 0 0 0 0 0 4 30 0 0 0 0 33 1 0 72 5:40 PM 0 1 0 3 0 0 0 0 0 0 0 1 25 0 0 0 0 34 2 0 66 5:45 PM 0 1 0 7 0 0 0 0 0 0 0 2 31 0 0 0 0 30 0 0 71 5:50 PM 0 1 0 3 0 0 0 0 0 0 0 1 20 0 0 0 0 34 0 0 59 55,PM 0 0 0 3 0 0 0 0 0 0 0 3 21 0 0 0 0 35 0 0 52 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 4:1.I'M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 425 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:4..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 455 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:10 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 5:1..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 523 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:39 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 5:43 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:53 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 B cycl2s on Rued 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:03 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:13 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:23 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:33 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:43 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:53 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:03 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:13 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:23 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:33 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:43 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:53 PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk F9,99991 IAI991991,1 NnnNhnilnA Cnilth2,11,7 716, eCh, CyV 15L_;i V SiN1-.15L SSW _clh Tots 1(`�_A Tole 4:00 PM 0 0 0 0 0 0 0 0 0 4:0U 1'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:33 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:43 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:53 PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:03 PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:13 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:25 PM 0 1 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:33 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:43 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:53 PM 0 0 0 0 0 0 0 0 0 Pedestrians F99,991 Waclhniind 19941199111, Sni lh hell in,- 4:00 PM 1 1 2 0 0 0 0 0 0 0 0 0 4:03 PM 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:13 PM 3 0 3 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 1 1 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 4:50 PM 2 0 2 0 0 0 0 0 0 0 0 0 4:5,5PM 0 0 0 0 0 0 0 0 0 0 0 0 500 PM 0 0 0 0 0 0 0 0 0 505 PM 0 0 0 0 0 0 0 0 0 5:10 PM 1 1 2 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 1 1 0 0 0 0 0 0 0 0 0 5:25PM 0 1 1 0 0 0 0 0 0 0 0 0 530 PM 0 1 1 0 0 0 0 0 0 0 0 0 535 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:5,5 PM 0 0 0 0 0 0 0 0 0 All Traffic Data Services 5 Vic\'ey Ave S South Shore Blvd PM Wednesday,Febru;.ry 16,2022 Peak Hail 04 00 PM-05:00 PM Peak 15-Minuter 04 10 PM-04:25 PM Traffic Counts•All Vehicles 4n3e1 mein Hlal _mein Chnr=HMI ae Vw Aga McVey Ape F.c hno,i,l AJ 0Ihno,v1 Non 1,I:ooc.1 96411:,1,n,l Holing Ti,nn OTurr, Lt T L_S2L RAT R _IJMr-fin Ti __AIL R�_LT0 _ _ rJL_�_LL, R�j jf,knn _ T'� r_,1)_. _Si1L RAT R hotel Hour 400 PM 0 24 0 7 0 0 0 W 0 0 0 0 0 28 19 0 lil 1,384 4:05 PM 0 20 0 5 0 0 0 0 1 0 0 5 0 0 0 34 8 0 1_9 1,382 4:10 PM 0 30 0 5 0 0 0 0 1 0 0 3 41 0 0 1 28 17 0 126 1,368 356 4:1n I'M 0 22 0 7 0 0 1 0 1 0 0 3 2S 0 0 0 33 17 0 109 1,343 4:20 PM 0 21 0 6 0 0 1 0 1 0 0 2 58 2 0 0 0 39 18 0 128 1,347 4.25 PM 0 21 0 5 0 0 0 0 0 0 0 J 31 0 0 0 0 41 11 0 2 1,319 349 430 PM 0 26 0 1 0 0 1 0 0 0 0 4 27 0 0 0 1 42 15 0 lib 1,315 4:35 PM 0 23 0 4 0 0 0 1 0 0 0 2 25 1 0 0 1 44 12 0 113 1,287 4:40 PM 0 15 0 5 0 0 0 1 0 0 0 6 30 0 0 0 2 38 13 0 110 1,285 341 4:4a PM 0 13 0 4 0 0 2 0 4 0 0 3 28 0 0 0 1 35 14 0 110 1,262 4:50 PM 0 13 0 2 0 0 1 0 1 0 0 4 24 0 0 0 0 41 24 0 115 1,248 .155 PM 22 0 2 0 0 1 0 0 16 1 0 0 2 41 27 0 113 1,226 338 5 00 PM 0 17 0 7 0 0 2 1 0 0 0 2 28 0 0 0 1 39 12 0 109 1,205 5:05 PM 0 12 0 6 0 0 1 1 0 0 0 7 38 1 0 0 0 28 11 0 105 5:10 PM 0 25 0 3 0 0 1 0 1 0 0 6 24 0 0 0 0 33 7 0 101 315 5:1a PM 0 13 1 S 0 0 1 0 1 0 0 0 28 0 0 0 2 43 19 0 113 5:20 PM 0 14 0 5 0 0 0 1 1 0 0 5 24 0 0 0 2 25 22 0 100 25 PM 0 14 0 5 0 0 0 1 0 0 5 30 0 0 0 0 36 16 0 108 321 5 30 PM 0 12 0 1 0 0 1 0 3 0 0 1 22 0 0 0 1 29 20 0 90 5,35 PM 0 23 1 2 0 0 0 0 1 0 0 2 25 0 0 0 0 38 19 0 lil 5:40 PM 0 8 0 4 0 0 0 3 2 0 0 3 25 0 0 0 0 31 11 0 87 288 5:45 PM 0 10 0 3 0 0 0 0 0 0 3 30 0 0 0 1 33 14 0 96 5:50 PM 0 20 0 8 0 0 0 0 0 0 0 1 18 0 0 0 0 30 16 0 93 555 PM 0 13 0 1 0 0 2 0 0 0 2 19 2 0 0 1 36 15 0 92 281 666,13.1 thol Ind eogral vehicle rune uT,,,,, Let F�Tom_! �._°'rL RTOR �L,i, Lett nl T�J �._°^L R'1T1�r1' .. L.n IJ!_1��°SL R�_LT41' Lea n., 111- �S°SL RAT 2 �r.t.L arecukted Trucks ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 255 0 51 0 0 6 2 10 0 0 41 351 5 0 0 8 437 194 0 1,360 .Ierlour,s 0 5 0 3 3 3 3 1 0 0 0 1 4 0 0 0 0 7 2 0 23 Total 0 260 0 54 0 0 6 3 10 0 0 42 355 5 0 0 8 445 196 0 1,384 Pedestrians 1 5 1 2 9 B cycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 2 B cycles on Crosswak 0 0 0 0 0 Heavy\'chick Percentage Heavy\'chick Percentage 0.03 1.93 0.0°% 5.63 0.03 0.03 33.3% 0.03 NO% 2.43. 1.1% 0.0% 0.0% 0.0% 1.8% 1.0% 1.7% Peak Hc.11 Factor IMF) IIIIIIIIII, Peak Rang Hour Fbw Rates F-,c keen, Wacihnnnh NnrthhnnnA Southhnnnh Vehicle Tyne II-Turn c5 L- L_13192- II-Tern ek TVlr1J- L 131l13 1jyCyL eFl 55 _lit,Q- I-Turn eft RTQR Tniaf Artcukted Trucks 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 255 0 51 0 0 6 2 10 0 0 41 351 5 0 0 8 437 194 0 1,360 Medians 0 5 0 3 3 3 3 1 0 0 0 1 4 0 0 0 0 7 2 0 23 Total 0 260 0 54 0 0 6 3 10 0 0 42 355 5 0 0 8 445 196 0 1,384 Pedestrians1 5 1 2 9 B cycles on Rc:.d 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 2 B cycles on Crosswok 0 0 0 0 0 Heavy\'ehick Force rtage 2.5'w 5.3% 1.2'6 1.5% 1.7% Heavy\'ehick Percentage 0.0/. 1.9% 0.0'% 5.6'. 0.0'% 0.0'% 0.0'4 33.3% 0.0'4 0.0'3 0.0% 2.4% L1% 0.0% 0.0% 0.0% 0.0% 1.8% 1.0% 0.0% 1.7% Peak HUJ:Factor 1HHR) 0.86 0.8] 0.79 0.88 0.95 Peek Hail Factor 111FF) 0.00 0.88 0.50 0.72 0.00 0.00 0.63 0.67 0.67 0.00 0.00 0.75 0.80 0.63 0.00 0.00 0.75 0.92 0.73 0.00 0.95 Traffic Counts by Vehicle Type Paa hno,..1 1332fl71n'l Nohnh ,n.l So:,thhound Tre yT` I t T 1_�i"'iL RAT G _Lail I r. TI 5:crr STOP rl' r rJ1_ R:ohr STOP n ram_�e`hL RAT P it7S3L Artniktell Tracks 4:09PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 430 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 530 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 24 0 7 0 0 0 1 0 0 0 6 24 1 0 0 0 27 19 0 109 4:05 PM 0 20 0 5 0 0 0 0 1 0 0 5 46 0 0 0 0 34 7 0 1'8 4:10 PM 0 29 0 5 0 0 0 0 1 0 0 3 40 0 0 0 1 28 17 0 124 4:15 PM 0 21 0 7 0 0 1 0 1 0 0 3 24 0 0 0 0 32 17 0 106 4:20 PM 0 21 0 4 0 0 1 0 1 0 0 2 38 2 0 0 0 39 13 0 126 4:25 PM 0 20 0 6 0 0 0 0 0 0 0 2 29 0 0 0 0 41 11 0 109 4:30 PM 0 25 0 1 0 0 1 0 0 0 0 4 27 0 0 0 1 42 15 0 118 4:35 PM 0 23 0 4 0 0 0 0 0 0 0 2 25 1 0 0 1 42 12 0 110 4:40 PM 0 15 0 5 0 0 0 1 0 0 0 6 30 0 0 0 2 37 13 0 109 4:4.PM 0 17 0 4 0 0 2 0 4 0 0 3 28 0 0 0 1 35 14 0 108 4:50 PM 0 18 0 2 0 0 1 0 1 0 0 4 24 0 0 0 0 39 24 0 113 45a PM 0 21 0 1 0 0 0 0 1 0 0 1 16 0 0 41 26 0 II 5 00 PM 0 17 0 7 0 0 2 1 0 0 0 1 28 0 0 0 1 39 12 0 108 5:05 PM 0 12 0 6 0 0 1 1 0 0 0 7 38 1 0 0 0 27 11 0 104 5:10 PM 0 25 0 3 0 0 1 0 1 0 0 5 23 0 0 0 0 33 7 0 99 5:1a PM 0 13 1 S 0 0 1 0 1 0 0 0 28 0 0 0 2 43 19 0 113 5:20 PM 0 14 0 5 0 0 0 1 1 0 0 5 24 0 0 0 2 25 22 0 100 2,7 PM 0 14 0 5 0 0 I 0 1 0 0 5 30 0 0 0 0 35 16 0 108 5 30 PM 0 12 0 1 0 0 1 0 3 0 0 1 22 0 0 0 1 29 20 0 90 5.35 PM 0 22 1 2 0 0 0 0 1 0 0 2 25 0 0 0 0 37 18 0 108 5:40 PM 0 8 0 4 0 0 0 3 2 0 0 3 25 0 0 0 0 31 11 0 87 5:45 PM 0 10 0 3 0 0 0 0 2 0 0 3 29 0 0 0 1 33 14 0 95 5:50 PM 0 20 0 8 0 0 0 0 0 0 0 1 18 0 0 0 0 30 16 0 93 �55 PM 0 13 0 1 0 0 1 2 0 0 0 2 18 2 0 0 1 35 14 0 90 Mediu?, 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 4:02 PM 0 0 0 0 0 0 0 0 0 1 0 1 4:10 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 4:1.I'M 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 4:20 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 425 PM 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 3 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:4.1'M 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 4-50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 455 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 3 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 5:1.1'M 0 0 0 0 0 0 0 0 0 0 0 0 5-20 PM 0 0 0 0 0 0 0 0 0 0 0 0 525 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:37 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 3 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 5:4a PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:5a PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 2 B cychs on RBA 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:0a PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:1a PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:2a PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 4:3a PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:4a PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:5a PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:0a PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:1a PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:2a PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:3a PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:4a PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:5a PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk FaC5n11,1 1Nrct5ni Ind Nn155,1,1 Cnilth5niinn Time 0C\1, C1V 15L_;i.1P�_Si0:—.ISL SSW _cM Tots 0575 055 Toi;.,L 4:00 PM 0 0 0 0 0 0 0 0 0 4.0c I'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4.20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:3a PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:4a PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:5a PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:0a PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:1a PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:2a PM 0 1 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:3a PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:4a PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:5a PM 1 0 1 0 0 0 0 0 0 0 0 0 Pedestrians F-,,[lrA Wacihnund 1,411 111, Sni lh hni inn 4:00 PM 0 0 0 0 0 0 0 0 0 4:0a PM 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 1 0 1 0 0 0 0 0 0 4:1a PM 0 0 0 1 0 1 1 0 1 0 1 1 4:20 PM 0 1 1 0 0 0 0 0 0 1 0 1 4:2a PM 0 0 0 2 0 2 0 0 0 0 0 0 4:30 PM 0 0 0 0 1 1 0 0 0 0 0 0 o o e o o o 0 eo 0 eo e o 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q,35 PM 0 i 0 0 0 0 4;40 PM 0 0 0 0 0 0 0 0 0 0 0 4735 PM 0 9 0 0 0 0 0 0 1 4:70 PM 0 0 0 0 0 0 0 0 0 0 1 0 457 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �p0 PM 0 0 0 0 0 0 F-05 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 5:15 FM 0 0 0 0 0 0 0 0 0 0 0 y:20 PM 0 0 0 0 0 0 0 0 0 0 0 U 525PM ° 0 0 0 ° 0 ° 0 0 0 5,30 PM 0 0 0 0 0 0 0 0 5_35 PM U 0 0,0 0 0 0 0 ,,,,,o PM 0 0 0 0 5:45 PM 0 5:50 PM 0 5S PM All Traffic Data Services 6 Tleetap Ln S Overbak Dr PM Wednesday,Februcry 16,2022 Peak Pox 04 10 PM-05:10 PM Peak 15-Mlnut^s 0455 PM-05:10 PM Traffic Courts•All VehIcles (TIPI bnk D. Ovnrbnk ni Trv..ya I e Tre=Inn I e F.c dnnnu 02 2hnnnd Na:u.hnnnd cnirurhnnnd Roling Ti�nn OTlrrrl L f T L�i°i R_T R JJ:Lir- fin T1 __12L R' ,2 �TVr- L rJL_9 L FV6 jj,Jlr-__ tt '11-. _SAIL RAT R Tntal Hew 400 PM 0 0 14 1 0 0 0 12 4 0 0 3 0 1 0 0 2 0 0 0 38 450 4:05 PM 0 0 15 1 0 0 1 10 0 0 2 2 0 0 0 1 0 0 39 458 4:10 PM 29 465 106 4:1a I'M 0 1 28 0 0 1 6 0 1 0-(7- 0 0 2 00 43 463 4:20 PM 0 0 20 3 3 3 1 8 5 0 0 0 0 1 0 0 0 2 0 0 46 459 4:25 PM 0 1 12 1 0 0 I 1 1 2 0 0 0 0 0 0 0 5 0 2 0 35 440 124 430 PM 0 0 9 1 0 0 1 9 2 0 0 0 0 1 0 0 2 0 0 0 25 443 4:35 PM 0 0 12 2 0 0 0 15 1 0 0 2 2 0 0 0 2 0 0 0 37 448 4:40 PM 0 1 19 1 0 0 0 13 2 0 0 2 0 0 0 0 3 1 0 0 42 446 104 4:4a PM 0 0 18 0 0 0 0 13 S 0 0 0 0 0 0 0 1 2 1 0 40 439 4:50 PM 0 0 21 0 0 0 1 9 2 0 0 0 0 0 0 0 0 0 0 0 33 439 455 PM 0 0 22 1 0 0 I 13 2 0 0 1 0 1 0 0 1 0 1 0 43 447 116 5 00 PM 0 0 20 4 0 0 0 17 1 0 0 0 0 1 0 0 3 0 0 0 46 435 705 PM 0 0 15 2 0 0 0 19 2 0 0 2 0 0 0 0 2 2 1 0 46 5:10 PM 0 0 5 1 0 0 0 11 4 0 0 0 1 1 0 0 2 0 1 0 27 119 5:1a PM 0 0 17 4 0 0 1 8 4 0 0 1 0 2 0 0 2 0 0 0 39 520 PM 0 0 14 2 0 0 0 5 2 0 0 0 0 1 0 0 2 0 1 0 27 �25PM 0 1 13 2 0 0 0 11 3 0 0 2 0 0 0 0 4 2 0 0 38 104 530 PM 0 0 14 1 0 0 0 8 2 0 0 0 1 0 0 0 4 0 0 0 30 5:35 PM 0 0 13 3 3 3 1 10 2 0 0 0 0 0 0 0 5 0 0 0 35 5:40 PM 0 0 19 2 0 0 0 6 3 0 0 1 0 0 0 0 3 1 0 0 35 100 5:45 PM 0 0 14 1 0 0 0 15 0 0 1 0 0 0 0 4 1 0 0 40 5:50 PM 0 0 18 0 0 0 1 15 3 0 0 1 0 0 0 0 2 0 0 0 41 556PM 0 0 17 2 0 0 0 7 0 0 0 1 0 I 0 0 2 0 I 0 31 112 and hhaerai Vehlck-Rue uTl,,,, Lef _ tYaiind FAT ! ��°'�L RTOR �LT411' Le tt nr TIJ6_°^L R�1T11r1' _e1_ ' _111) IF6°hL R2_L11,i 1 Le tt n��Tlrrl�_�1°hL R2T?�r$r!L ardcubled Trucks ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 3 200 17 0 0 7 121 29 0 0 12 4 5 0 0 27 9 4 0 438 Medlar-Is 0 0 4 2 0 0 0 3 1 0 0 0 1 0 0 0 1 0 0 0 12 Total 0 3 204 19 0 0 7 124 30 0 0 12 5 5 0 0 28 9 4 0 450 Pedestnans 1 2 0 10 13 Bcycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 cychs on Crosswak 0 0 0 0 0 Heavy\'ehlck Perceitage Heavy\'ehlck Percentage 0.0% 0.0% 2.0°% 10.5% 0.0% 0.0% 2.4% 33% 0.0°% 0.0% 20.0% 0.0% 0.0% 3.6% 0.0% 0.0% 2.7% Peak Hc.11 Factor IPHF) IIIIIIIIII, Peak Rang Hour Fbw Rates Fnc hnnnd WacMnnnd Nnrrhhnlrnd 6r.. 11nd Vehlrk Tyne II-Turn Pi.{ L- 1--131.9.6- II-T::rn ek TVrr_ L 131l13 1ilat eFl -flu-j-131.23- I-Turn eft 131I12 Tnial Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dghts 0 3 205 21 0 0 6 135 25 0 0 9 2 5 0 0 27 9 5 0 454 Medlurls 0 0 4 2 0 0 0 2 1 0 0 0 1 0 0 0 1 0 0 0 11 Total 0 3 210 23 0 3 6 138 25 0 0 9 3 5 0 0 28 9 5 0 455 Pedestrians 1 2 0 9 12 H cychs on RP1d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R cycle,on Crosswak 0 0 0 0 0 Heavy\'ehlek Farce.Itage 2.5'w 1.8% 5.9'% 2.4% 2.4% Heavy\'ehlek Perce Itage 0.0 a 0.06 1.9'6 3.7% 0.0'% 0.0'% 0.0'% 1.4% 3.8',6 0.014 0.0% 0.0% 33.3% 0.0% 0.0% 0.0% 3.6% 0.0% 0.0% 0.0% 2.4% Peak Huy:Factor lPHF) 0.81 0.84 0.50 0.75 0.86 Peek Hari Factor 111FF) 0.00 0.38 0.83 0.75 0.00 0.00 0.58 0.75 0.80 0.00 0.00 0.50 0.42 0.44 0.00 0.00 0.37 0.56 0.88 0.00 0.86 Traffic Counts by Vehicle Type Paadnnad rnr...tnpund Nertra, r::0 Pa:nhhound Tinle _Lail 1 r Tom_�1"„L RAT R�JLTuIl I P TS 0:c2L 0006 -n a!r ram_ R:chr 0306 11 ice" ram_�1"hL RAT R xal Artnrkted Tracks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 425 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 430 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 530 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 0 14 1 0 0 0 11 4 0 0 3 0 1 0 0 2 1 0 0 37 4:05 PM 0 0 15 1 0 0 1 10 a 0 0 2 2 0 0 0 a 1 0 0 39 4:10 PM 0 0 12 5 0 0 0 4 2 0 0 1 1 1 0 0 0 1 0 0 27 4:15 PM 0 1 27 2 0 0 1 4 0 0 0 1 0 0 0 0 2 1 0 0 39 4:20 PM 0 0 19 3 3 0 1 8 4 0 0 0 0 1 0 0 6 2 0 0 44 425 PM 0 1 11 1 0 0 1 11 0 0 0 0 0 0 0 5 0 2 0 34 4:30 PM 0 0 9 0 0 0 1 9 2 0 0 0 0 1 0 0 2 0 0 0 24 4:35 PM 0 0 12 2 0 0 0 15 1 0 0 2 1 0 0 0 2 0 0 0 35 4:40 PM 0 1 19 1 0 0 0 13 2 0 0 2 0 0 0 0 3 1 0 0 42 4:4.PM 0 0 18 0 0 0 0 13 5 0 0 0 0 0 0 0 1 2 1 0 40 4:50 PM 0 0 21 0 0 0 1 9 2 0 0 0 0 0 0 0 0 0 0 0 33 455 PM 0 0 27 1 0 0 I 13 J 0 0 1 0 I 0 0 I 0 I 0 43 500 PM 0 0 20 4 0 0 0 17 1 0 0 0 0 1 0 0 3 0 0 0 46 5:05 PM 0 0 16 2 0 0 0 19 0 0 2 0 0 0 0 2 2 1 0 46 5:10 PM 0 0 5 1 0 0 0 11 4 0 0 0 1 1 0 0 2 1 1 0 27 5:1a PM 0 0 17 4 0 0 1 8 4 0 0 1 0 2 0 0 2 0 0 0 39 5:20 PM 0 0 14 2 0 0 0 5 2 0 0 0 0 1 0 0 2 0 1 0 27 27)PM 0 1 13 2 0 0 0 1 1 3 0 0 0 0 0 0 0 4 2 0 0 38 530 PM 0 0 14 1 0 0 0 8 2 0 0 0 1 0 0 0 4 0 0 0 30 5.35 PM 0 0 13 3 0 0 1 10 0 0 0 0 0 0 0 5 1 0 0 35 5:40 PM 0 0 19 2 0 0 0 5 3 0 0 1 0 0 0 0 3 1 0 0 35 5:45 PM 0 0 14 1 0 0 0 15 0 0 1 0 0 0 0 4 1 0 0 40 5:50 PM 0 0 18 0 0 0 1 15 3 0 0 1 0 0 0 0 2 1 0 0 41 55,3PM 0 0 17 2 0 0 0 7 0 0 0 1 0 1 0 0 2 0 1 0 31 Mediu?, 4:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 4:1.I'M 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 4:20 PM 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 425 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:4.I'M 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 455 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:1.I'M 0 0 0 0 0 0 0 0 0 0 0 0 i:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 525 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 B cychs on RCcd 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk FarhnlIrd 1Nrc15ni15A Nn155,15,1 Cnilth5nii5n Time 0C\h, CyV 15L_;i.1P�_ c/k,—.ISL SSW _cM Tots 1175 55 Toi;.,L 4:00 PM 0 0 0 0 0 0 0 0 0 4.05 I'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 Pedestrians F,,[11,1 1),a,r5nund 1,4111ni1nA Snilh hni inn T re 001v yL T.,t ll ii0:5 0: —Tnk1L—0LlN_ ;I: _T.n17L P:L1: Maui_ 4:00 PM 0 0 0 0 0 0 0 0 0 1 1 2 4:05 PM 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 3 2 5 4:25 PM 0 0 0 0 0 0 0 1 1 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:44 PM 0 1 1 0 0 0 0 0 0 1 1 2 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 2 2 0 0 0 0 0 0 500 PM 0 0 0 0 0 0 0 0 0 505 PM 0 0 0 0 0 0 0 1 1 5:10 PM 0 1 1 1 0 1 0 0 0 0 1 1 5:15 PM 0 0 0 0 0 0 0 1 1 5:20 PM 0 0 0 0 0 0 0 0 0 2 0 2 5:25 PM 0 0 0 0 0 0 0 1 1 530 PM 0 0 0 0 0 0 1 1 J 535 PM 0 0 0 0 0 0 1 0 1 5:40 PM 0 0 0 0 0 0 0 0 0 1 1 2 5:44 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 2 0 2 All Traffic Data Services 7 SW S[Lfford Rd 5 GoF Doveway PM Wednesday,Febru;.ry 16,2022 Peak Hod: 04 00 PM-05:00 PM Peak 15-Mlnut^s 0400 PM-04:15 PM Traffic Counts•AI Vehlcbs 6411r117249.4v rnF nrn Pwav SW S:alrnnl R,I SW 502171 R,I F.c hnii,vi 0J clhn,,,vl Na,n,hn,,,vl 5n1,14hn1,7d Holing Ti,nn OTlrrrl L f T L_12L R_T R JTVr-1n TI __12L R' ,2 �TV1- L rJL�i°h, Fo ,, _ufJI0- T� r3_�1°hL R.T R Tntal Hear 400 PM 0 0 0 1 0 0 0 0 0 0 0 1 45 0 0 0 0 38 0 0 85 986 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 40 0 0 93 985 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 49 0 0 0 0 31 0 0 80 973 253 4:1n I'M 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 41 0 0 80 973 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 43 0 0 81 963 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 47 0 0 73 957 234 430 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 47 0 0 85 962 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 49 0 0 87 940 4:40 PM 0 0 0 1 0 0 0 0 0 0 0 1 38 0 0 0 0 40 0 0 80 927 252 4:4a PM 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 52 0 0 85 913 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 50 0 0 76 904 �55 PM 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 53 0 0 81 894 242 5 00 PM 0 1 0 1 0 0 0 0 0 0 0 0 45 0 0 0 0 37 0 0 84 870 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 38 0 0 86 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 45 0 0 75 245 b:1a PM 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 38 0 0 70 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 37 0 0 75 25 PM 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 36 0 0 78 223 5 30 PM 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 34 0 0 63 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 42 0 0 74 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 38 0 0 71 203 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 39 0 0 71 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 41 0 0 66 155 PM 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 32 0 0 57 194 '!.1r 111, Velock Tvne a Tl,,,, Ler _FAT ! �1°"L RTOR �LT411' Lett nr TJJ O_°L1 R'1T11r1' _ell_ rJ!_I�eLL1 R�_LT1.i l Lett n�,Thn,_ ,ILL R.T? "7LIL Arucub[ed Trucks ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 0 0 2 0 0 0 0 0 0 0 2 446 0 0 0 0 520 0 0 970 Merlons 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 10 0 0 15 Total 0 0 0 2 0 0 0 0 0 0 0 2 451 0 0 0 0 531 0 0 986 Pedestnans 11 0 0 0 11 3 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 3 cycles on Crosswak 0 0 0 0 0 Heavy\'chick P0:001 age Heavy\'chick P0:0011age 0.0% 0.0% 0.02, 0.0`10 0.014 0.0% 0.0% 0.0% 0.011 0.0% 1.1% 0.0% 0.0% 0.0% 2.1% 0.0% L6% Peak Ho.d:Factor IPOP) Peak Rang Hour Fbw Rates F-,c hnnnd WacMnnnh NnrrhhnnM Snnihhnnnd Vehlrk Tyne II-Turn -WI- L- L_13192- II-Turn ek TV,r1J- L 131l13 1jyCyL eFl 110 _lit,Q- I-Turn eft RTQR Tniaf Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Lights 0 0 0 2 0 0 0 0 0 0 0 2 446 0 0 0 0 520 0 0 970 Medluns 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 10 0 0 15 Total 0 0 0 2 0 0 0 0 0 0 0 2 451 0 0 0 0 531 0 0 986 Pedestrians 11 0 0 0 11 R cycles on Rucd 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 R cycles on Crosswak 0 0 0 0 0 Heavy Vehicle Peree rtage 0.0'w 0.0% 1.1'% 2.1% 1.6% Heavy Vehicle Pereertage 0.0 a 0.0 5 0.0'% 0.0% 0.0'% 0.0'% 0.0'% 0.0% 0.0'% 0.25 0.0% 0.0% 1.1'% 0.0% 0.0% 0.0% 0.0% 2.1% 0.0% 0.0% 1.6% Peak Hod:Fautur lPHP) 0.38 0.02 0.77 0.87 0.96 Peek Ho.d:Factor II'FF) 0.00 0.25 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.77 0.00 0.00 0.00 0.00 0.87 0.00 0.00 0.96 Traffic Counts by Vehicle Type Faannii,..i tnr.aafplmd N021h ,le: 591 nhho::nd T27e yT` f Ti::1_�i"'iL RAT G I Tall' I�ff TO 5:02L STOP r1' t rJ1_ R:ahr STOP . ram_�i«hL RAT P�T:eal Artn11ted Trnrks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 430 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 530 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 0 0 1 0 0 0 0 0 0 0 1 45 0 0 0 0 38 0 0 85 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 39 0 0 92 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 30 0 0 78 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 41 0 0 79 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 41 0 0 78 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 47 0 0 72 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 45 0 0 84 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 48 0 0 85 4:40 PM 0 0 0 1 0 0 0 0 0 0 0 1 37 0 0 0 0 40 0 0 79 4:4.PM 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 52 0 0 85 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 47 0 0 73 455 PM 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 51 0 0 79 500 PM 0 1 0 1 0 0 0 0 0 0 0 0 45 0 0 0 0 35 0 0 83 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 37 0 0 84 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 45 0 0 74 5:1a PM 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 38 0 0 69 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 37 0 0 75 525 PM 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 36 0 0 78 5 30 PM 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 34 0 0 53 5.35 PM 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 41 0 0 73 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 38 0 0 70 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 38 0 0 70 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 41 0 0 66 55,3 PM 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 32 0 0 56 Mediu?, 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:10PM 0 0 0 0 0 0 0 0 0 0 0 7 1 0 0 0 0 1 0 0 2 4:1.I'M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 425 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:4..I'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:56 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 455 PM 0 0 0 0 0 0 0 0 2 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:1..I'M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5-20 PM 0 0 0 0 0 0 0 0 0 0 0 0 529 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:301'M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5:40 FM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 B cychs on Recd 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk FarhnlIrd 1/,dhoti. NnnPhnII,1 Cnilthhniinn Time CCh, CyV 15L_;i.1P�_Si51—.ISL SSW _clh Tots _c_(`�_A Toi;.,� 4:00 PM 0 0 0 0 0 0 0 0 0 4:0U 1'M 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 5:05 PM 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 5:20 PM 0 0 0 0 0 0 0 0 0 5:25 PM 0 1 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 5:35 PM 0 0 0 0 0 0 0 0 0 5:40 PM 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 5:55 PM 0 0 0 0 0 0 0 0 0 Pedestrians F,chnilrA Wacihnund 1,4111nilnA Pnt1Phminm 7.4. 201v —CV— 0 U i0:5 2'�—Taira——2LlN_ :: 0:I P:L1: 0:dL 4:0P PM 0 2 2 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 4:15 PM 1 0 1 0 0 0 0 0 0 0 0 0 4:20 PM 2 1 3 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 4.35 PM 1 0 1 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:5,5PM 2 1 0 0 0 0 0 0 0 0 0 5-00 PM 0 1 1 0 0 0 0 0 0 0 0 0 505 PM 1 1 2 0 0 0 0 0 0 0 0 0 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 5:2]PM 0 0 0 0 0 0 0 0 0 0 0 0 5:25 PM 1 1 2 0 0 0 0 0 0 0 0 0 530 PM 0 1 1 0 0 0 0 0 0 0 0 0 535 PM 0 0 0 0 0 0 0 0 0 5:40 PM 1 1 2 0 0 0 0 0 0 0 0 0 5:45 PM 1 0 1 0 0 0 0 0 0 0 0 0 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:5,5 PM 0 1 1 0 0 0 0 0 0 0 0 0 All Traffic Data Services 1 SW Stafford Rd 5 Rosemont Rd AM Saturday,February 12,2022 Peak Hail 0145 PM-02:45 PM Peak 15-Mmut^s 0145 PM-02:00 PM Trafll0 Counts•AI Vehlolee Rnc=,inns R,1 Rn,=inn.)R,1 SW Slallnr,l Rd SW Slarrnnr Rd F.c hnnn,i W=crhnnn-r N.,n.hnnn,r gar,ir, nnnd Ogling Ti�nn :Tura L f T L_i°i RAT R ..LTVb-fin Tom__i12L R' ,2 _I.,TVr- L TJL_i°h� R�_uLJIr-_T_, T�__iLLI RAT R Tntal Hear 1000 A11 0 0 0 1 0 0 22 0 7 0 0 0 19 8 0 0 6 19 0 0 82 1,000 10:05 Alvl 0 0 0 1 0 0 13 0 8 0 0 0 22 10 0 0 6 19 1 0 80 1,025 10:10 AM 0 1 2 2 0 0 14 0 3 0 0 0 17 7 0 0 5 25 0 0 77 1,038 239 10 1S All 0 0 0 1 0 0 18 0 11 0 0 2 17 10 0 0 11 2' 0 0 91 1,076 10 20 A1.1 0 1 0 2 0 0 20 0 4 0 0 0 17 11 0 0 13 15 0 0 84 1,080 10 25 AM 0 0 0 0 0 0 14 0 5 0 0 0 22 _ 0 I 11 I J 0 0 74 1,095 249 1030 All 0 1 0 1 0 0 12 0 3 0 0 0 21 14 0 0 6 24 1 0 83 1,103 10.35 AM 0 0 0 3 0 0 15 0 8 0 0 1 19 19 0 0 5 24 1 0 95 1,109 10:40 AM 0 0 0 0 0 0 13 0 10 0 0 1 17 9 0 0 4 15 0 0 70 1,111 248 10'45 A1,1 0 0 0 1 0 0 23 0 S 0 0 0 22 11 0 1 6 24 0 0 93 1,144 1050 AI.I 0 1 0 0 0 0 20 0 5 0 0 1 23 15 0 0 4 25 0 0 95 1,165 1055 Art 0 0 1 0 0 0 13 0 11 0 0 0 12 15 0 0 5 19 0 0 76 1,173 264 1100 Art 0 0 0 1 0 0 11 0 11 0 2 1 30 10 0 0 8 33 0 0 107 1,220 11.05 Alvl 0 0 1 0 0 0 12 0 10 0 0 1 23 15 0 0 1 30 0 0 93 1,229 11:10 Alvl 0 0 1 0 0 0 17 0 9 0 1 3 21 15 0 0 7 39 2 0 115 1,234 315 11.15 A1,1 0 0 0 1 0 0 14 0 4 0 2 1 19 19 0 0 6 29 0 0 95 1,233 1120 AI.I 0 1 0 5 0 0 15 0 11 0 0 0 21 15 0 03 28 0 0 99 1,242 11 25 Arl 0 0 0 1 0 0 11 0 8 0 0 0 16 _ 0 0 3 34 0 0 82 1,335 276 1130 AM0 0 0 1 0 0 20 0 7 0 1 0 20 14 0 0 2 24 0 0 89 1,243 1135 Aid 0 0 0 0 0 0 19 0 7 0 2 1 25 10 0 0 3 30 0 0 97 1,268 11:40 Alvl 0 0 1 0 0 0 15 0 9 0 2 4 23 16 0 0 4 29 0 0 103 1,275 289 11.45 A1.1 0 0 1 0 0 0 16 0 10 0 3 2 35 12 0 0 3 31, 1 0 114 1,281 11.50 AM 0 0 0 0 0 0 14 0 13 0 2 1 30 10 0 0 9 24 0 0 103 1,285 11.55 AM 0 0 1 0 0 0 1 1 0 11 0 0 3 34 17 0 0 5 40 1 0 1 23 1,296 340 12 00 P1,1 0 1 0 1 0 0 15 0 12 0 3 3 27 19 0 0 7 28 0 0 116 1,276 12 05 PM 0 0 1 0 0 0 i 6 0 6 0 2 3 25 15 0 0 8 2' 1 0 98 1,258 1210 P1.1 0 1 0 1 0 0 17 0 11 0 1 1 25 12 0 0 7 38 0 0 114 1,271 328 1215 P1.1 0 0 1 0 0 0 17 0 9 0 0 3 28 15 0 0 1 29 1 0 104 1,268 1220 PM 0 0 1 1 0 0 19 0 6 0 2 1 26 9 0 1 5 19 2 0 92 1,264 12 25 P1.1 0 0 0 0 0 0 17 0 5 0 3 2 30 12 0 0 7 14 0 0 90 1,288 286 12 30 P1.1 0 0 0 2 0 0 17 0 10 0 1 3 36 9 0 1 9 25 1 0 114 1,323 12 35 P1.1 0 0 1 1 0 0 14 0 7 0 1 2 27 12 0 0 4 34 1 0 104 1,303 12 40 P1.1 0 0 1 2 0 0 15 0 4 0 2 3 40 11 0 0 6 25 0 0 109 1,308 327 12 45 P1.1 0 0 0 0 0 0 15 0 2 0 1 1 30 23 0 0 9 35 1 0 118 1,288 12 50 P1.1 0 1 0 0 0 0 23 0 7 0 3 1 27 12 0 0 4 35 0 0 114 1,294 12 55 P1.1 0 0 1 1 0 0 8 0 6 0 2 2 31 17 0 0 8 27 0 0 103 1,313 335 1:00 PM 0 1 0 1 0 0 1 0 5 0 3 3 28 13 0 0 7 31 0 0 98 1,314 1:05 PM 0 1 0 3 0 0 11 0 14 0 2 3 29 14 0 0 4 30 0 0 111 1,315 1:10 PM 0 0 1 1 0 0 19 0 7 0 3 5 25 11 0 0 9 30 0 0 111 1,320 320 1:15 PM 0 1 0 0 0 0 17 0 7 0 1 2 23 13 0 0 5 31 0 0 100 1,299 1:20 PM 0 0 1 0 0 0 20 0 9 0 1 3 25 18 0 0 6 33 0 0 116 1,328 1:25 PM 0 0 0 2 0 0 24 0 14 0 3 2 27 12 0 0 7 34 0 0 125 1,311 341 1:30 PM 0 0 1 0 0 0 18 0 11 0 2 1 21 15 0 0 5 19 0 0 94 1,274 1:35 PM 0 1 0 2 0 0 21 0 7 0 5 2 25 15 0 0 7 24 0 0 109 1,285 1:40 PM 0 0 0 0 0 0 11 0 8 0 2 20 12 0 0 3 30 0 0 89 1,295 292 1:45 PM 0 2 1 2 0 0 13 1 8 34 13 0 0 4 43 0 1,338 1:50 PM 0 0 0 2 0 0 14 1 9 0 4 0 31 19 0 0 4 49 0 0 133 1,314 1:55 PM 0 0 2 2 0 0 12 0 9 0 1 3 17 13 0 0 10 35 0 0 104 1,283 361 2:00 PM 0 0 0 0 0 0 12 1 7 0 4 1 28 15 0 0 4 25 1 0 99 1,288 2:05 PM 0 2 0 0 0 0 17 0 9 0 2 2 32 17 0 0 3 32 0 0 116 1,282 2:10 PM 0 1 1 0 0 0 11 0 4 0 2 2 29 12 0 0 4 24 0 0 90 1,265 305 2:15 PM 0 1 0 0 0 0 15 1 SE 0 2 3 24 20 0 0 2 42 0 0 129 1,269 2:20 PM 0 0 0 1 0 0 13 0 14 0 1 2 19 13 0 0 6 29 1 0 99 1,239 2:25 PM 0 0 0 0 0 0 18 0 8 0 3 3 24 4 0 0 2 25 1 0 88 1,235 316 2:30 PM 0 3 0 0 0 0 15 0 9 0 3 3 30 19 0 0 3 20 0 0 105 1,251 213a PM 0 1 3 1 0 0 21 0 13 0 1 2 27 19 0 0 1 30 0 0 119 1,339 Mr 2:40 PM i 1 0 0 0 II. 17 0 8 26 26 0 EIM 8 .1111. 1 132 1,226 356 2:4a I'M 0 0 2 2 0 0 11 0 14 0 1 1 28 10 0 03 27 1 0 100 1,202 2'50 PM 0 1 2 1 0 0 8 0 9 0 1 1 23 15 0 0 4 37 0 0 102 1,216 2:55 PM 0 2 0 1 0 0 13 0 8 0 1 1 28 21 0 0 12 22 0 0 109 1,221 311 3:001'M 0 1 0 0 0 0 0 0 4 0 0 0 33 13 0 0 7 29 0 0 93 1,216 3'05 PM 0 0 0 0 0 0 6 0 7 0 2 4 25 15 0 0 2 37 0 0 99 3:10 PM 0 0 1 2 0 0 11 0 8 0 0 30 13 0 0 5 22 0 0 94 286 3.15 PM 0 1 0 0 0 0 13 0 7 0 1 28 10 0 0 2 35 0 0 99 3:20 PM 0 0 2 2 0 0 11 0 4 0 2 2 25 13 0 0 6 28 0 0 95 3:25 PM 0 0 1 1 0 0 15 0 9 0 1 1 28 14 0 0 1 33 0 0 104 298 3:30 PM 0 0 0 0 0 0 8 0 10 0 1 0 19 10 0 0 10 35 0 0 93 3:35 PM 0 0 0 3 0 0 17 0 8 0 2 0 26 12 0 0 3 35 0 0 106 3:40 PM 0 1 0 0 0 0 14 0 11 0 4 0 23 12 0 0 7 35 0 0 108 307 3:45 PM 0 0 0 3 0 0 23 0 6 0 2 5 30 8 0 0 2 35 1 0 114 3:50 PM 0 1 2 1 0 0 9 0 10 0 1 2 32 15 0 0 4 30 0 0 107 3:55 PM 0 0 0 2 0 0 13 0 11 0 1 1 26 11 0 0 2 37 0 0 104 325 :0 2 108 1389 IM•1,314 herryar Veluc6 Tyne a Trr,,, Lef F�Tom_! �1°'�L RTOR �LT4r1' Lett nr ,T�J Rr°^L R'1T1rr1' �e1_n TJ!_rRr°hL R�_LT1,r 1 Lett n�� Ira_�eLLL RAT?�T$r!L A0cukted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 6 6 15 0 0 185 2 108 0 30 27 305 167 0 0 71 388 0 0 1,311 Medrur''s 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 3 Total 0 6 6 15 0 0 185 2 108 0 30 27 305 169 0 0 71 389 0 0 1,31, Pedestrians 5 0 0 5 10 8 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 cycks on Crosswak 0 0 0 0 0 Heavy\'chick Percentage Heavy Velack Percentage 0.00 0.0A 0.0°N 0.0'L 0.0''d 0.01,1 0.0'd 0.01C 0.0°,s 0.011 0.01, 1.2% 0.0% 0.0% 0.31,, 0.0% 0.2% Peak H,.r:Factor IPHF) Peak Rang Hour Fbw Rates Fnc,,,,, WacMnnnh NnrrhhnnM Cnutht,eind Vehrrl-Tyne II-Pure rry L- L_131.92- II-Tnrn ek 4V1r11- L 131l13 1jggg eFl 110 _131.213_ II-Turn eft RT!]R Tnial Art:cubted Trucks ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lgh is 0 11 7 8 0 0 179 4 115 0 28 22 321 186 0 0 51 396 3 0 1,332 MediuMs 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 2 0 0 6 Total 0 11 7 8 0 0 179 4 115 0 28 22 321 190 0 0 51 398 3 0 1,338 Pedestrians 0 0 0 10 10 R cychsun Ru-_J 0 0 0 0 0 0 0 0 J 0 0 0 0 0 0 0 0 0 0 0 R c/chs on CrosNal, 0 0 0 2 2 s HeaWWVehIc Perot stage 0.0', 0.07, 0.7",r, 0.4% 0.4% Heavy Vehlch Perot stage 0.0% 0.0% 0.0°% 0.0Y, 0.0% 0.0% 0.0% 0.0% 0.0% 0.0M 0.0% 0.01, 0.0% 2.1% 0.0% 0.0% 0.0% 0.5% 0.0% 0.0% 0.4% Peak HoJI Factor IMF) 0.70 0.8] 0.92 0.79 0.93 Peak HoJI Factor IMF) 0.00 0.55 0.55 0.63 0.00 0.00 0.79 0.50 0.75 0.00 0.0O 0.58 0.88 0.75 0.00 0.25 0.31 0.78 0.57 0.00 0.93 Trafflc Counts by Vehicle Type F,¢hnnnd Wrethoorol IVnrlhhnllnd _Snuthhnnnd Time _ILTu_ L.r T _ Rot RAT R j-TTIm_ Leh T _�1°.,L R�1T mn:-f-- T�i_ 9 010 R- :, -Ti::_u Lam" TI n �1°nL RAT R-.:aL Artcuhted Trucks 1000 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1005 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1010 AM ❑ 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 1015 AI.1 ❑ 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 1020 AI.1 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in 25 AI.1 ❑ n n n ❑ ❑ ❑ n n n ❑ ❑ n n n ❑ ❑ n n n 0 1030 A1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1035 AM0 0 0 0 0 0 0 0 0 0 0 0 1040 Ant ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1045 AI.1 ❑ 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 1050 AI.1 ❑ 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 in fin AI.1 ❑ n n n ❑ ❑ ❑ n n n ❑ ❑ n n n ❑ ❑ n n n 0 1100 A1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1105 AM0 0 0 0 0 0 0 0 0 0 0 0 1110 A1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1115011 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1120 AI.1 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1125 AI.1 0 n n n 0 0 0 0 n n n n n n n n n n n 0 n 1130 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1135 AI.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1140 A1.1 n 0 0 0 0 0 0 0 n n 0 0 0 0 0 0 0 0 0 0 0 1145011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1150 AI.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1155 AI.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1200 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1205 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1210 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1215 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1220 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1225 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1230 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1235 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1240 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1245 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1250 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0 0 0 0 0 0 0 0 0 2:3.,PM n 0 0 0 0 0 0 0 n n 0 n 0 0 n 0 0 n 0 0 0 2:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 2:4,5 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:50 PM n n 0 n n n n n n n n n n n n 0 0 0 0 0 0 2:16 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 3:0�PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:1�PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:2�PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 330 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:3�PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:4�PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:16 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 1000 AI.1 0 0 0 1 0 0 22 0 7 0 0 0 19 8 0 0 5 18 0 0 81 1005 AI.1 0 0 0 1 0 0 13 0 8 0 0 0 22 10 0 0 5 19 1 0 80 1010 AI.1 0 1 2 2 0 0 14 0 3 0 0 0 17 7 0 0 5 25 0 0 77 10 15 AI.1 0 0 0 1 0 0 17 0 11 0 0 2 17 10 0 0 11 2' 0 0 90 1020 01.1 0 1 0 2 0 0 20 0 4 0 0 0 17 11 0 0 13 15 0 0 a4 1025 01.1 0 0 0 0 0 0 14 0 5 0 0 0 22 9 0 1 11 11 0 0 73 1030 AI.1 0 1 0 1 0 0 12 0 3 0 0 0 20 14 0 0 5 24 1 0 a2 1035 AI.1 0 0 0 3 0 0 15 0 8 0 0 1 18 18 0 0 5 24 1 0 93 1040 AI.1 0 0 0 0 0 0 13 0 10 0 0 1 17 _ 0 0 4 15 0 0 70 10 45 AI.1 0 0 0 1 0 0 23 0 5 0 0 0 21 11 0 1 5 24 0 0 92 10 50 AI.1 0 1 0 0 0 0 20 0 5 0 0 1 23 15 0 0 4 25 0 0 95 1055 AI.1 0 0 1 0 0 0 13 0 11 0 0 0 12 15 0 0 5 19 0 0 76 1100 AI.1 0 0 0 1 0 0 11 0 11 0 2 1 30 10 0 0 8 33 0 0 107 1105 AI.1 0 0 1 0 0 0 12 0 10 0 0 1 23 15 0 0 1 30 0 0 93 1110 AI.1 0 0 1 0 0 0 17 0 9 0 1 3 21 15 0 0 7 38 2 0 114 1115 AI.1 0 0 0 1 0 0 14 0 4 0 2 1 19 1a 0 0 5 29 0 0 94 1120 AI.1 0 1 0 5 0 0 15 0 11 0 0 0 19 14 0 0 3 28 0 0 96 1125 AI.1 0 0 0 1 0 0 11 0 8 0 0 0 15 _ 0 0 3 34 0 0 81 1130 AI.1 0 0 0 1 0 0 20 0 7 0 1 0 20 14 0 0 2 24 0 0 89 0 .7 0 0 103 3 30 0 114 04. 29 0 1 25 1 0 0 3' 24 0 0 103 0 2 A 23 12 0 1 0 40 0 115 0 7 0 2 2 35 10 0 0 7 28 1 0 06 0 114 0 15 0 10 0 2 1 30 17 0 S 20 0 0 103 0 0 4 0 3 19 0 38 9 0 0 16 13 0 26 0 7 1 92 0 0 0 0 0 3 15 0 28 0 0 1 0 14 11 3 25 0 I. 2 0 0 0 1 0 0 9 0 2 2 12 0 0 19 0 9 11.35 NIA 0 i U 0 11 0 1> 0 1 25 14 1 14 0 1 j4 il'.d0 AM D 0 0 0 0 0 15 0 I 0 1 3 J8 _ p 0 1 a 10A 45 AIA 0 0 1 .I 0 15 0 11 0 0 1 afi 0 I 3 >54 1 0 109 11: 12. 11 SU N.1 0 1 0 0 11 9 0 2 _0 0 4 0 a 115 0 1 0 0 0 0 6 9 0 0 6 55 1 11'S5 NIA 0 1 0 17 0 0 3 36 12 0 35 a 113 2 00 P11 0 1 0 0 0 0 19 0 5 0 1 1 27 it 0 0 9 35 0 0 103 2 05 pit 0 0 1 1 0 0 17 0 10 0 1 3 40 23 0 0 b 0 0 98 12',10 PVv1 0 0 1 0 0 0 Al 0 7 0 2 1 30 12 0 0 8 3� 0 0 111- 15 Pht 0 O 0 0 Ld 0 4 0 i 11 1 J� 17 O A 30 0 a 199 12 PIA 0 O 0 1 0 0 15 0 ` 0 2 13 0 30 0 IS 0 1 2 0 0 16 7 28 0 0 9 0 116 122 0 d 0 4 0 0 30 1J 30 PVI 0 1 0 23 8 3 J9 0 5 0 12 0 0 0 0 0 2 3 >5 11 0 0 6 33 O U j4 1235 Pit 0 0 0 0 0 0 S 0 h 0 5 13 0 0 _ 34 0 12 40 PM 0 1 O 1 0 6 p 1 0 3 2 23 18 0 J 19 0 0 109 89 1ti45 VIA 0 1 1 0 0 Ll 0 7 0 1 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0 94 0 0 0 1 id 1 ?20 2 0 98 220 PM 3 1 0 0 0 1 13 0 22 0 0 3 0 11 9 1 32 0 ,I 5 0 95 2,23 PM 1 0 0 0 0 0 13 0 34 0 230 PM 0 1 0 2 0 0 £ 1 8 q 0 d 25 13 0 0 2 28 0 0 yp1 235 PM 0 0 > 1 0 0 13 0 A 0 2 0 30 y0 0 0 6 33 0 0 93 2:40 PM 0 i 2 1 0 0 E. 7 2 1 28 0 1 3 0 106 O 0 0 6 0 8 0 2 25 13 0 0 10 35 0 101 2:45 PM 2 0 0 0 0 1 1A 0 35 0 q 00 .50 PM 0 1 0 0 O 0 11 0 4 0 1 1 19 10 0 0 735 1 0 106 2S PM 0 0 0 2 O 0 13 9 0 0 12 0 35 O 3:00 PM 0 0 1 0 0 0 11 0 9 0 1 0 23 12 0 2 29 0 0 SO 3:05 PM U 1 0 2 0 0 15 10 0 2 0 '....' 8 0 0 37 3:10 PM 0 0 2 1 0 0 8 0 8 0 4 5 30 2 1 15 O 0 0 3:1.5 PM U 0 1 0 0 0 17 0 11 0 2 2 32 11 0 1 0 0 0 0 O 9 0 14 6 1 1 26 0 O 0 U 0 0 320 PM 0 3 0 0 �S PM 0 0 0 0 0 0 22 0 SO 0 1 0 0 0 0 0 0 0 1 0 0 0 4 11 0 0 0 0 0 3.,30 PM 1 3 0 0 0 0 0 0 0 1 3:35 PM 0 1 0 q 13 0 0 0 0 0 0 0 0 O 0 0 -.40FM 0 2 0 0 � 0 0 0 1 0 0 1 3:45 PM 0 O 0 2 0 3 0 0 0 0 O 0 0 0 0 0 0 2 350 PM 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 Ol 3:5 PM 0 0 O 0 0 1 0 1 ,0 0 0 0 0 0 0 0 0 0 0 I 0 hledpJns 1000 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2 29 5 0 0 2 25 4 0 88 1,118 299 3:001'M 0 3 3 7 0 0 3 2 3 0 0 7 22 7 0 0 4 26 S 0 97 1,122 370,7 PM 1111 10 1 4 0 0 2 2 7 0 0 6 24 6 0 0 5 33 3 0 103 3:10 PM 0 8 0 8 0 0 3 1 2 0 0 6 20 6 0 0 2 29 4 0 89 289 3.15 PM 0 5 1 11 0 0 1 3 5 0 0 8 24 2 0 0 4 35 3 0 102 3:20 PM 0 8 2 12 0 0 4 1 1 0 0 8 26 0 0 0 3 23 4 0 92 3:25 PM 0 4 2 8 0 0 2 3 5 0 0 5 27 5 0 0 1 24 3 0 89 283 3:30 PM 0 1 0 10 0 0 6 4 0 0 0 3 20 0 0 0 4 32 5 0 85 3:35 PM 0 5 2 11 0 0 3 3 1 0 0 8 30 0 0 0 2 19 4 0 88 3:40 PM 0 5 0 22 0 0 5 0 .. 0 0 5 26 0 0 0 1 28 2 0 97 270 3:45 PM 0 4 2 11 0 0 0 1 2 0 0 4 30 3 0 0 2 28 4 0 91 3:50 PM 0 15 2 11 0 0 3 2 ,. 0 0 4 29 1 0 0 2 20 5 0 97 3:55 PM 0 5 1 10 0 0 2 0 0 0 0 7 25 7 0 0 5 28 2 0 92 280 IIII 11 i Ind hniinfl Veh1c6 Tyne uTr,,,, Lef _FAT ! ��°'�L RTOR �LT4r1' Le tt nI T�J ��°^L R'1T1rr1' _erLn TJ_! r��°hL R��LT4r1' Le tt n��n,ru_��°hL RAT?�T$r!L Arucukted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 65 15 90 0 0 54 19 45 0 0 84 304 53 0 0 38 328 73 0 1,171 Mediates 0 1 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 4 0 0 8 Total 0 66 15 90 0 0 54 19 45 0 0 84 307 53 0 0 38 332 73 0 1,179 Pedestrians 4 11 3 18 36 8 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 H cycks on Crosswak 0 3 0 1 4 Heavy\'chick Perce'uage Heavy Vehrck Perce':tage 0.0V 1.5% 0.0°N 0.0V, 0.0% 0.05, 0.0'S 0.0% 0.66, 0.0'S 1.0% 0.0% 0.0% 0.0% 1.2% 0.0% 0.7% Peak Ho.i:Factor rPHF) Peak Rang Hour Fbw Rates F,c dorm, Wp,a,..h NnrlhhnnM Sr...iind Vehrrl-Tyne II-Tr:rrr try L-_FILL_13192- l0Tllrn ek TV1r0 L 131l13 1j825 eFl 110 _131213_ I-Turn eft 1385 Tnial Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ligll is 0 74 23 71 0 0 69 25 47 0 0 65 315 72 0 0 48 313 55 0 1,179 MediuMs 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 0 3 0 0 7 Total 0 74 23 72 0 0 69 25 47 0 0 67 317 72 0 0 48 316 55 0 1,186 Pedestrians 1 22 3 34 60 R cychsun Ru-_J 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 3 6 cc/chs on CrossNal, 1 2 2 2 7 Heav3VehIc Perot stage 0.6`,0 0.07, 0.7",, 0.7% 0.5% Heavy Vehlch Perot stage 0.0% 0.0% 0.0°% 1.4Y, 0.0% 0.0% 0.0% 0.0% 0.0L 0.0% 0.0% 1.51, 0.6% 0.0% 0.0% 0.0% 0.0% 0.9% 0.0% 0.0% 0.6% Peak H0,11 Factor IMF) 0.76 0.5] 0.92 0.94 0.93 Peak HoJI Factor IMF) 0.25 0.75 0.75 0.71 0.00 0.00 0.58 0.67 0.60 0.00 0.00 0.54 0.87 0.88 0.00 0.25 0.33 0.86 0.89 0.00 0.93 Trafflc Counts byVehlcle Type F,¢hnnnd W.Cth,iirld Nnrllihnllnd _Snuthhnnnd Tme _ILTu_ L.r T _ Rot RAT R j-TTIm_ Leh T _�1°.,L R�1T m::-fL T�i_ 0 010 R- :, _uLTu_ Lam" II: �1°nL RAT R-.:aL Artcuhted Trucks 1000 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1005 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1010 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1015 AI.1 ❑ 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 1020 AI.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in 25 AI.1 n n n n n n n n n n n n n n n n n n n n n 1030 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1035 A1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1040 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1045 AI.1 ❑ 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 1050 AI.1 ❑ 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 Sn55 AI.1 n n n n n n n n n n n n n n n n n n n n n 1100 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1105 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1110 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1115011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1120 AI.1 ❑ 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 1125 AI.1 n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1130 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1135 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1140 61.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1145011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1150 01.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1155 01.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1200 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1205 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1210 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1215 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1220 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1225 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1230 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1235 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1240 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1245 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1250 P1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1255 PH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:20 PM n 0 n n 0 0 0 0 n n 0 n 0 0 n 0 0 n 0 0 0 2:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:3.5PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:4,5 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:50 PM 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:53 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:03 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 1000 01.1 0 4 1 5 0 0 1 1 3 0 0 6 21 3 0 0 0 17 7 0 70 10 05 01.1 0 2 1 3 0 0 1 0 0 0 0 4 14 5 0 0 0 27 3 0 60 10 10 01.1 0 0 0 5 0 0 2 1 3 0 0 2 17 5 0 0 0 23 10 0 69 1015 01.1 0 4 1 11 0 0 2 1 3 0 0 5 14 6 0 0 0 13 3 0 63 1020 01.1 0 5 1 S 0 0 1 0 1 0 0 3 12 0 0 0 2 22 2 0 57 10 25 01.1 0 4 1 3 0 0 2 0 0 0 0 4 18 6 0 0 2 20 6 0 66 1030 01.1 0 4 2 2 0 0 2 1 0 0 0 6 21 4 0 0 4 18 2 0 66 10 35 01.1 0 7 1 4 0 0 2 0 0 0 0 3 17 3 0 0 4 24 4 0 69 1040 01.1 0 15 2 2 0 0 2 0 2 0 0 6 21 7 0 0 4 21 6 0 88 1045 01.1 0 6 3 2 0 0 5 2 1 0 0 6 19 5 0 0 4 24 4 0 81 1050 01.1 0 8 3 5 0 0 3 1 3 0 0 4 24 2 0 0 4 24 5 0 a7 1055 01.1 0 4 0 3 0 0 2 0 0 0 0 6 11 2 0 0 2 21 4 0 55 1100 01.1 0 6 3 7 0 0 6 0 1 0 0 5 25 4 0 0 3 32 5 0 97 1105 01.1 0 1 0 2 0 0 1 0 3 0 0 4 23 2 0 0 3 28 4 0 71 1110 01.1 0 7 1 7 0 0 1 1 3 0 0 4 27 4 0 0 2 27 3 0 a7 1115 01.1 0 1 0 7 0 0 5 1 2 0 0 5 16 2 0 0 3 23 7 0 72 1120 01.1 0 1 2 2 0 0 3 2 5 0 0 3 21 2 0 0 4 25 5 0 76 1125 01.1 0 2 1 2 0 0 6 1 0 0 0 0 20 2 0 0 2 30 5 0 71 1130 01.1 0 5 2 4 0 0 1 2 5 0 0 7 16 2 0 0 2 24 4 0 74 0 E9 a a7 3 29 0 99 0 31 0 0 3 8 93 10 25 1 0 1 219 7 0 103 0 20 0 5 9 95 1 0 0 23 1 ❑ 0 e 201 b 0 g3 0 3 2 4 0 0 1 22 1 0 0 2 25 9 0 139 5 0 1 4 A 0 0 SA 28 d 0 0 1 23 8 ❑ 100 4 1 5 0 0 3 1 0 p 9 J3 1 0 0 3 28 8 O 57 0 1 0 0 0 0 22 0 1 0 S 3 0 0 E2 4 9 0 A 1 0 38 0 1 k O 2 6 0 1,7 11.35 Pi.t 4 9 0 1 0 5 _ 0 2 O 0 0 1 1 0 23 0 3 8 55 il',d0 AM 0 3 11 1 0 0 0 0 10 523 0 6 23 0 37 1112E NO 1 5 0 1 0 S 23 5 0 0 3 25 5 0 00 1150 A1,1 0 2 0 3 1 0 231 0 11 4 e O 0 2 1 0 0 9 '12 0 0 4 23 7 0 52 .,:jr,5 Pt.t a 0 5 0 j7 3 0 0 9 0 8 2 DO P1`I 0 2 0 1 .- 0 23 0 1 2 90 11 9 0 1 0 0 7 2 33 0 0 1 32 5 ❑ 88 As06Pi1 0 10 1 7 9 0 2 2 0 2 6 0 29 A 0 10 p 3 a 2 0 9 8 22 0 0 5 30 0 ,2 10 Pf4 0 7 1 A 0 1 5 0 26 ❑ 10 100 1215 PM 0 3 0 2 13 0 0 A 0 2 0 0 8 25 5 0 ❑ 1 27 7 0 75 12 20 P" 0 5 8 0 5 0 2 4 0 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L1 R. ', 1T1rr11 •85 n TJ!_r55.5. R- ', 1. 1 Lett n��llru Rai°11L RAT?�T$r!L Artcubted Trucks ] 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Lights 0 0 0 0 0 0 25 0 10 0 0 0 395 22 0 0 12 396 0 0 851 MedIur-rs 0 0 0 0 0 0 0 0 1 0 0 0 19 1 0 0 1 11 0 0 33 Total 0 0 0 0 0 0 25 0 11 0 0 0 415 23 0 0 13 407 0 0 895 Pedestrians 0 0 0 2 2 8 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 5 0 0 9 8 cycks on Crosswal, 0 0 0 0 0 Heavy\'chick Percentage Heavy\'chick Percentage 0.01/, 0.0% 0.0°e, 0.01d 0.0%, 0.0%, 0.0% 9.1% 0.0°e, 0.0% 4.8% 4.3% 0.0% 7.7% 2.7%, 0.0% 3.8% Peak Ha.1:Factor IPHF) Peak Rang Hour Fbw Rates Fnc hnnnA Warhol]. Nnrrhhnnrvl Sr...rind VehrrW Nna I O3::rn rry L- L_13192- I I-Tlrrn -LIT..- TVgr. 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10 PM 0 0 0 0 U 0 0 0 0 0 0 J AS PM 0 0 0 a 0 0 220 PM 0 0 0 0 0 0 0 0 0 0 0 725 PM 0 0 0 0 0 0 0 0 0 0 0 0 230 PM D 0 0 0 0 0 0 0 0 0 0 0 235 PM 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 2 d0 PM 0 0 J AS PM 0 0 0 U 0 0 0 0 0 0 0 250 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2SS PM 0 0 0 0 0 0 0 0 0 7.00 PM 0 0 0 0 0 p 0 0 p 0 0 0 3 US PM 0 0 0 0 0 0 0 0 0 0 0 310 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 315 PM 0 0 0 0 a 0 p 0 p 0 0 a 320 PM 0 0 0 0 0 0 0 325 PM 0 0 0 0 0 0 0 0 0 0 0 3i0 PM 0 0 0 0 0 0 0 0 335 PM 0 0 0 0 0 0 40FM p 0 345 PM 0 0 0 i 50 PM 3 55,M All Traffic Data Services 4 SW Stafford Rd&Sunny HIS Rd AM Saturday,February 12,2022 Peak Heir 0100 PM-02:00 PM Peak 15-Mrnut^s 0140 PM-01:55 PM Traffic counts•AI Vehlcbs _Snrara H.111,1 _Sara,611 R2 SW Slafrnnl Rd SW SO.,Rd F.c nnnn,i AW,Ihnnnvl Nnrn,hnnnd Snlahke,rnd 3o11ng Tr1nn OTura L f T L_12L R_T R jLTVr—fin Tom__112L R�_LTVr—_ L TJL_i° RQ_uLJI2— T� T�__1°hL RAT R -fatal Hew 10 00 All 0 1 0 0 0 0 0 0 0 0 0 5 22 0 0 0 0 23 1 0 52 618 10:05 AM 0 0 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3:55 PM 0 0 0 1 0 0 0 0 0 0 0 0 32 0 0 0 0 31 2 0 56 208 0 0 0 :00 0 0 13 0 858 c-ddli Ind Ild-klind lldni Ind Veluc6 Tyne �LT4r1' LPf Fn TJ_1 �i=,_ 1RTOR �LT4r1' Lett nl TJ!_�5 R',2 _ Ira •S n TJ_1 I�i°hL RTOR _ 11,r 1' Lett ni il,ru_ Rai°hL RAT 2_T$f!L Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 10 0 27 0 0 0 0 0 0 0 16 397 0 0 0 0 400 13 0 853 Medaur-Is 0 0 0 1 0 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 5 Total 0 10 0 28 0 0 0 0 0 0 0 17 400 0 0 0 0 400 13 0 050 Padastrians 13 0 0 0 13 3 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 3 cycks on Crasswal< 1 0 0 0 1 Heavy Velacb Peruallage Heavy Velacb Percentage 0.0% 0.0% 0.0°e, 3.6V 0.0%, 0.0%, 0.0% 0.0% 0.0°e, 55% 0.8% 0.0% 0.0% 0.0% 0.0%, 0.0% 0.6% Peak Ha.,:Factor IPH F) Peak Rang Hour Fbw Rates F,c hound WacMnunh Nnhhhnund Snuthhnr Ind Velarl-Tyne III::rn rry L— L_13192— 19011rn rAk 01,r.J— L 131l13 1jyCyL ri 110 _131213_ I-Turn rAtt RTQR Tnial Artcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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II.- k,an, -LijQE,-J;$yni J.6.1L-T.l.11--LW_-alai- ,-jyyi-.EL 1u--lilt--BIDS-JljyrrL J.cd_-1luli-liwlt_-SIM- Tntal Hnnr 10 JO AM 0 11 0 1 0 0 1 0 0 ❑ 1 19 1 ❑ 0 1, 14 17 0 85 983 10 Jb AM 0 9 0 2 0 0 0 1 0 0 2 17 1 0 0 24 4 0 60 945 SO SO AM 0 9 0 0 0 0 0 0 0 3 17 0 0 0 4 25 16 O 73 951 218 213 SO Sb AM 0 12 0 4 0 0 0 0 0 0 0 20 0 0 0 25 12 O 73 977 102,3 AM 1 180 0 33 11 0 75 9. 10 25 AM 0 19 0 1 0 _ 0 1 0 2 20 0 0 0 26 9 O 71 .7 219 219 103,3 AM 0 17 0 2 0 0 0 0 0 0 0 18 0 0 0 , 20 16 0 73 1,016 1035 AM 0 12 0 4 0 0 0 0 0 0 3 22 0 0 0 , 29 4 O 74 1,022 10 41 AM 0 12 0 1 0 i 0 1 1 0 0 2 32 0 O 0 , 21 10 0 32 1,045 229 229 10 43 AM 0 17 0 0 0 0 ❑ 1 0 0 2 26 0 0 0 , 35 13 0 94 1,053 103,3 AM 0 12 0 2 0 0 0 0 0 3 3 25 0 2 0 4 27 20 0 39 10.90 10 so AM 0 18 0 S 0 0 1 0 0 0 2 24 0 0 0 33 13 0 84 1,00..E 25, 26; 11 JO AM 0 10 0 1 0 1 D 2 0 21 0 O 0 41 lb 0 97 1,067 11 Jb AM 0 3 0 5 0 0 1 0 0 0 1 24 1 0 0 9 0 79 1,057 1110 AM 0 15 0 2 0 0 1 1 0 0 3 35 1 0 0 4 22 6 0 86 1,034 252 252 1115 AM 0 13 1 2 0 0 0 0 0 0 4 11 0 0 0 34 12 O 77 1,096 112,3 AM 11 1 17 91 1,133 ❑ O 2 ❑ ❑ C 0 ] 3 26 0 ] 0 30 O 1125 AM 0 12 0 3 0 _ 0 0 0 0 26 0 0 29 18 O 90 1,145 268 258 113,3 AM 0 13 1 3 0 1 0 0 0 0 5 18 0 0 0 24 9 0 79 1,157 11 35 AM 0 9 1 3 0 0 1 0 0 0 30 0 0 0 , 39 13 O 98 1,174 114,1 AM 0 11 0 5 0 i 2 0 0 0 0 3 22 0 O 0 , 30 15 0 39 1153 25 255 1143 AM 0 14 1 3 0 0 0 2 0 0 3 32 0 0 0 24 12 0 91 1,163 1130 AM 0 10 0 3 0 1 0 0 0 0 29 1 0 0 23 13 0 95 1132 1133 AM 0 25, 0 4 0 0 5, 1 0 9 15 0 0 0 34 15 0 95 1,182 281 281 12 JO PM 0 12 1 8 0 0 0 0 0 0 4 25 0 0 0 23 16 0 97 1130 12 Jn PM ❑ 11 1 1 0 0 ❑ 1 0 0 1 30 1 0 0 , 29 15 O 96 1,1 13 12 10 PM 0 9 0 .0 0 1 2 0 0 3 2 35 0 0 0 , 31 11 0 98 1,202 291 291 12 16 PM 0 11 1 2 0 0 0 0 0 0 5 39 0 0 0 , 35 26 0 120 1,192 12 20 PM 0 20 0 2 0 0 1 0 0 0 2 27 0 0 0 29 15 0 97 1,152 1226711 0 15 1 5 0 0 0 1 0 0 5 30 0 0 0 , 25 18 0 102 1,157 319 319 12 30 PM 0 19 0 5 0 1 0 0 0 0 5 22 0 0 0 , 35 9 0 96 1,151 1236 PM 0 11 0 1 0 1 0 0 0 0 3 29 0 0 0 , 29 18 0 92 1,161 12 40 PM 0 17 0 5 0 0 0 1 0 0 3 25 0 0 0 , 29 10 0 90 1,162 278 278 12 46 PM 0 17 1 5 0 1 1 0 0 0 4 34 0 0 0 , 26 15 0 104 1,183 12 5,PM 0 20 0 2 0 0 2 1 0 0 0 27 0 0 0 34 9 0 95 1,172 1236 PM 0 15 1 4 0 0 2 0 0 2 27 0 0 0 30 11 0 93 1,2,93 232 292 O 15 0 2 0 0 8 O 90 1,21, O 15 0 4 0 1 0 1 0 0 2 33 00 , 42 25 0 125 1,193 O 13 0 0 0 0 0 0 0 0 6 32 0 0 , 26 11 O 88 1,152 303 303 115 PM 0 12 0 5 0 0 0 1 0 0 2 30 0 0 0 25 12 0 87 1,,3 120PM 0 9 1 6 0 0 0 0 0 0 3 22 1 0 0 , 37 16 O 95 1,194 125 PM 0 11 0 3 0 0 0 1 0 0 3 34 0 0 0 31 12 0 96 1,191 278 278 130 PM 0 20 1 5 0 0 0 0 0 0 5 38 0 0 0 22 14 O 106 1,190 135 PM 0 14 0 4 0 0 G 2 0 0 5 27 0 0 0 , 29 19 0 1. 1,183 140 PM 0 17 0 4 0 0 0 0 0 0 4 33 0 0 0 , .... 10 O 104 1,178 310 310 145 PM 0 14 0 3 0 0 0 0 0 0 2 31 0 0 0 32 17 0 1. 1,164 150 PM 0 20 0 4 0 1 1 1 0 0 40 0 0 0 35 14 O 119 1,15E 5 PM 0 18 0 3 0 1 0 1 0 0 26 1 0 0 35 13 0 105 1,113 324 324 200 PM 0 12 0 7 0 2 1 0 0 0 18 0 0 0 20 10 O 74 1,112 205 PM 0 15 0 5 0 0 0 1 0 0 23 0 0 0 , 24 15 0 85 113E 2113PM 0 17 0 5 0 1 0 1 0 0 32 0 0 0 , 27 17 O 102 1,160 261 261 215 PM 0 15 0 3 0 1 0 0 0 0 32 0 0 0 34 16 0 108 1,151 220 PM 0 12 1 6 0 0 1 0 0 0 29 0 0 0 26 14 O 92 1,132 2 25 PM 0 14 0 0 0 0 0 1 0 0 20 0 0 0 , 38 21 0 95 113E 235 295 230 PM 0 21 0 5 0 1 0 0 0 0 38 0 0 0 , 24 14 O 105 1,128 235 PM 0 12 0 4 0 0 0 0 0 0 28 20 0 , 33 9 0 89 1,111 240 PM 0 15 0 2 0 0 0 1 0 0 26 0 0 0 32 9 O 90 1,102 284 284 2 45 PM 05 0 2 0 0 0 1 0 0 43 1 0 0 28 9 0 91 1,1, 250 PM 0 9 0 1 0 0 0 1 0 0 32 1 0 0 27 8 0 83 1,113 255 PM 0 19 0 5 0 0 0 1 0 0 34 0 0 0 , 27 16 0 105 1,123 279 279 300 PM 0 17 0 1 0 0 0 1 0 0 26 0 O 0 33 3 O 90 1 116 305 PM ❑ 11 0 3 0 1 ❑ 0 0 0 31 0 0 0 41 12 0 110 310 PM 0 10 D 1 13 1 0 2 0 27 11 0 93 193 193 315PM 0 16 0 5 0 0 G 0 0 25 0 0 0 27 17 0 96 320 PM 0 19 0 0 0 1 2 0 O 25 0 0 22 10 0 RR 325 PM 0 13 0 0 0 1 0 0 0 0 29 0 O 0 30 12 O 88 272 272 330 PM 0 13 0 4 0 0 G 2 0 0 17 0 0 0 29 13 O 88 335 PM 0 14 0 S ❑ ❑ 0 1 0 9 . 1 ❑ 0 , 21 14 0 81 340 PM 0 17 0 8 0 0 0 1 0 0 22 0 0 0 37 12 0 98 273 273 345 PM 0 9 0 5 0 0 0 0 0 0 31 1 0 0 14 0 87 350 PM 0 19 0 5 0 0 0 0 0 0 33 0 0 0 , 33 14 O 103 3 55 PM 0 4 0 3 0 0 0 0 0 0 32 0 0 0 , 27 19 0 88 278 27e 0 179 2 LS 0 1 7 0 0 5 377 4 0 0 382 171 O 1,215 VehicH Tlnr - Ir_ -TILL-� 50,70 J,--jyyL I5X, -T.fy11--Ural- POOR J,,-jyyL Icy -1.1.1L 9,7M 5190k I,j44J Ie.L-T.fy11- 11051 °Tnk T1111I 4rt,cu1ted Trucks 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 0 0 0 0 0 60502 0 179 2 13 0 0 3 1 7 0 0 J 376 4 0 0 4 381 171 0 1,212 Med,u I% 0 0 0 0 0 0 0 0 0 0 0 S 1 0 0 0 0 1 0 0 Total 0 179 2 18 0 0 3 1 7 0 0 37 377 4 0 0 4 382 171 0 1,215 Pedestne.s 1 2 0 5 9 l547 s on Road 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 8 139y7Es on Drasstvalt 1 0 0 0 1 Pea,keh,cH Pe-tentage Heavy Velkal:Pe centage 0.0% 0.0% 0.0'a 0.0% 0.0% 0.0% 0.0% 0.00 0.0% 2.7% 0.3% 0.0% 0.0% 0.0% 0.3% 0.0% 0.2% Peak Hour Factor,, Peak Rang Hour Flaw Rates V2h,71=T..n3 Irrk`_ -TILL-� 60,70 J,-jyyL I5X, -T.fy11--tVilrall,- POOR J,,-jyyL Icy -1.1.. 9,7M 6T0k _jyyL Ic.L-11yu k,olit 1T0k T11111 454ul2ted Trucks 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 0 0 0 0 0 60501 0 179 2 13 0 0 3 1 7 0 0 J 376 4 0 0 4 381 171 0 1,212 Med,u I% 0 0 0 0 0 0 0 0 0 0 0 S 1 0 0 0 0 1 0 0 Total 0 179 2 13 0 0 3 1 7 0 0 37 377 4 0 0 4 382 171 0 1,215 Pedestne.s 1 2 0 5 9 6,cyc1s on Road 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 8 139y7Es on Crasstvalt 1 0 0 0 1 H30y3315I-Pr I rntn3r 0.03 Heavy 5,156 Pe tentage Peak Hour 34313 IPH1 0.39 0.56 1.93 0.92 0.94 Peak Hour Fa05542H-) 0.00 0.88 0.88 0.74 0.00 0.00 0.44 0.40 0.58 0.03 0.00 0.79 0.91 0.42 0.00 0.00 0.30 0.93 0.82 0.00 0.94 Traffic Counts by Vehlclo Type „ A I imr II-Toir �_ Tbr�, RIahI RTDP 1181 n I,t os_ Ri+h1 RTOR iI-Tu,n Iri ay, Mr. RTOR II1 ,L 1 s RA. RTOR -fatal Articu Wed Trucks 1033 AM 0 _ 0 _ 0 _ 0 _ 0 _ 0 0 0 0 0 O 0 10]6 AM 1053AM 0 0 0 0 0 0 0 0 0 0 0 O 0 1013 AM 0 i n i 0 i 0 i 0 n , 0 , 0 0 0 0 0 0 1020 AM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 0 0 1023 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1033 AM 0 0 0 0 0 0 0 ' 0 ' 0 ' 0 0 0 0 1033AM 0 0 0 0 0 0 P 0 4 0 4 0 4 0 0 D 0 104D AM 0 ' 0 1 0 1 0 ' 0 0 ' 0 ' 0 ' 0 ' 0 0 0 0 1046 AM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 10 30 AM 0 1 0 1 0 1 0 1 0 0 0 0 D D 0 D D 1055 AM 0 ' 0 1 0 1 0 ' 0 0 4 0 4 0 4 D 4 D 0 D 0 1120 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11]6 AM 11 53 AM 0 _ 0 _ 0 _ 0 _ 0 _ 0 0 0 0 0 O 0 1113 AM 0 0 0 0 0 0 ' 0 ' 0 ' O ' O 0 O 0 1120 AM 0 0 0 0 0 0 p 0 p 0 p 0 p 0 0 O 0 112 AM 0 i 0 i 0 i 0 i 0 0 , 0 , 0 0 0 0 0 0 1133 AM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 0 0 1133 AM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 0 0 1140 AM 0 . 0 1 0 1 0 . 0 0 ' 0 ' 0 ' 0 ' 0 0 0 0 1146 AM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 11 sD AM 0 p 0 1 0 1 0 p 0 0 0 0 0 0 0 0 D 1133 AM 0 0 0 0 0 0 4 0 4 0 4 D 4 D 0 D 0 12 DO PM D 0 0 0 0 0 0 0 D D 0 D D 1235 PM 0 P o p o p o P o D 4 o 4 o 4 o 4 0 0 0 0 1210 PM 0 _ 0 _ 0 _ 0 _ 0 _ 0 0 0 0 0 O 0 1213 PM 0 0 0 0 o D D D D D 0 D D 1223 PM 0 0 1 D 1 D a _ 4 0 4 0 D D D D D 12 13 PM .30 PM 0 p 0 1 0 1 0 p 0 0 0 0 D D 0 D D 1233PM 0 p 0 p 0 p 0 I 0 0 I 0 I 0 I 0 I 0 0 0 0 1243 PM D D D D a 0 4 0 4 0 4 D 4 D D D D 1243 PM 0 0 0 0 0 0 p 0 p 0 p 0 p 0 0 0 0 1233PM D D D D a 0 4 0 4 0 4 D 4 D D D D 1233 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 1 DO PM D D D D a 0 4 0 4 0 4 D 4 D D D D 105 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 110 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 115 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 0 0 120PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 125 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 130 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 135 PM 0 0 0 0 0 0 , 0 , 0 , 0 ' 0 0 D 0 140 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 145 PM 0 0 0 0 0 0 , 0 , 0 , 0 ' 0 0 0 0 150 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 155 PM 0 0 0 0 0 0 , 0 , 0 , 0 ' 0 0 D 0 200 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 205 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 210 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 215 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 0 0 220 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 225 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 230 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 235 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 240 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 245 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 250 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 255 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 D 0 300 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 305 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 , 0 0 D 0 310 PM 0 0 0 0 0 0 4 0 4 0 4 0 4 0 0 D 0 315 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 , 0 1 0 1 320 P4 0 _ 0 _ 0 0 _ 0 _ 0 0 D 0 0 D 0 5 PM 3 0 0 0 0 0 0 4 0 4 0 4 O 4 O O O O 330 PM 0 . 0 1 0 1 0 . 0 0 0 0 D D 0 D D .335 PM 0 I n 0 0 I 0 0 I 0 I 0 I 0 I 0 0 0 0 340 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 345 PM 0 . 0 1 0 1 0 . 0 0 4 0 4 0 4 0 4 0 0 0 0 330 P4 0 _ 0 _ 0 0 _ 0 _ 0 0 D 0 0 D 0 355 PM 0 0 0 0 0 0 ' 0 ' 0 ' 0 ' 0 0 O 0 I!eh, 10 20 AM 0 1 0 0 0 0 0 p 1 1_ 1 p 0 1 24 16 0 84 10 35 AM 0 0 0 0 1 0 4 2 1 1 4 D 4 24 4 D 60 10 10 AM 0 0 0 0 0 0 0 p 3 1 0 p 0 P 26 16 0 73 10 15 AM 0 10 0 4 0 0 0 0 4 0 24 0 4 0 4 25 12 0 73 10 23 AM 0 9 0 1 0 0 0 0 ' 2 1 0 p 0 33 11 0 75 1025 AM 0 12 0 1 0 0 1 0 4 2 2P 0 4 0 4 25 9 O 71 1030 AM 0 16 0 2 0 0 0 0 p 0 1 0 p 0 P 20 16 0 72 1035 AM 0 12 0 4 0 0 0 0 4 3 2 0 4 0 4 29 4 0 73 10 40 AM 0 12 0 1 0 0 1 0 ' 2 3 0 , 0 , 23 10 0 82 10 45 AM 0 15 0 0 0 0 1 0 4 2 2 0 4 0 4 35 13 0 93 10 90 AM 0 12 0 2 0 0 0 0 ' 2 2 0 p 0 P 27 20 0 88 10 36 AM 0 14 0 5 0 0 0 0 4 2 2 0 4 0 23 13 0 83 11 20 AM 0 9 0 1 0 1 2 0 , 2 2 0 , 0 42 16 0 96 11 36 AM 0 8 0 3 0 0 0 0 4 1 2 1 4 0 4 31 9 D 78 1110 AM 0 15 0 2 0 0 1 0 p 3 3 1 p 0 P 22 6 0 86 1116 AM 0 13 1 0 0 0 0 4 4 1 0 4 0 4 34 12 0 77 1120 AM 0 11 0 2 0 0 1 0 ' 3 2 0 p 0 30 16 0 90 1126 AM 0 12 0 3 0 0 0 0 4 0 2 2 4 0 4 29 18 O 90 1130 AM 0 18 1 0 1 0 0 p 5 1 0 p 0 P 24 9 0 79 1136 AM 0 9 1 3 0 0 0 0 4 2 3P 0 4 0 4 39 13 O 98 1140 AM 0 11 0 5 0 2 0 0 , 3 2 0 , 0 P 30 16 0 89 1146 AM 0 14 1 3 0 0 0 0 4 3 3 0 4 0 4 24 12 D 89 11 90 AM 0 10 0 0 1 0 0 , 2 2_ 1 , 0 28 18 0 95 1136 AM 0 20 0 4 0 0 1 0 4 5 1 0 4 0 4 33 15 O 94 12 23 PM 0 12 1 8 0 0 0 0 , 4 2 0 , 0 27 16 0 96 1235PM 0 . 1 1 D 0 1 0 4 1 34 1 4 D 4 29 15 0 96 1210 PM 0 9 0 0 1 0 0 ' 2 3 0 , 0 , 31 15 0 98 12 15 PM D 11 1 0 0 0 0 4 5 3 0 4 0 4 35 26 0 120 12 20 PHI 0 20 0 2 0 0 0 0 p 2 2 0 p 0 29 14 0 96 1226 PM 0 14 1 0 0 1 0 4 5 3' 0 4 0 4 25 18 O 101 1233 PHI 0 19 0 5 0 1 0 0 , 5 2 0 , 0 , 35 2 0 96 1236 PM 0 11 0 1 0 1 0 0 4 3 2 0 4 0 4 29 18 0 91 12 40 PM 0 17 n , n n 1 n 3 25 0 0 , 29 10 0 90 12 45 PM 0 17 1 5 0 1 0 0 4 34 0 0 25 15 0 104 1250 PM 0 20 0 0 0 0 1 0 0 27 0 0 32 2 0 93 12 55 PM 0 15 1 4 ❑ ❑ 0 0 2 27 0 0 , 30 10 0 92 100 PM 0 15 0 0 0 0 0 1 31 1 0 ' 32 8 0 90 105 PM ❑ 15 0 4 ❑ 1 1 0 2 32 1 0 , 42 2S 0 124 110PM 0 13 0 0 0 0 0 0 5 3.7 0 0 I 15 11 0 88 115 PM 0 12 0 5 0 0 1 0 2 30 0 0 25 12 0 87 120 PM 0 9 1 0 0 0 0 3 1 0 I 37 15 O 95 125 PM 0 11 0 0 0 1 0 2 34 0 0 30 12 0 94 130 PM 0 20 1 5 0 0 0 0 5 35 0 0 22 14 0 106 135 PM 0 14 0 4 0 _ 0 _ _ 5 27 0 0 29 19 O S00 140 PM 0 17 0 4 0 0 0 0 4 33 0 0 , 36 10 0 104 145 PM 0 14 0 3 0 0 0 0 2 31 0 0 32 10 0 100 15n PM 0 20 n 4 0 i 1 1 0 2 42 0 0 , _5 14 0 119 155 PM 0 18 0 8 0 1 1 0 1 26 1 0 35 13 0 105 200 PM 0 12 0 7 0 2 0 0 3 18 0 0 20 10 0 74 205 PM 0 15 0 4 0 0 1 0 0 23 0 0 , 23 15 0 82 210 PM 0 17 0 5 0 1 1 0 2 32 0 0 I 27 17 0 102 215PM 0 1S 0 ❑ 1 0 0 9 32 0 0 34 1S 0 10/ 130 PM 0 120 0 0 0 0 29 0 D I 15 14 0 92 225PM 0 14 0 G 0 0 1 0 20 0 0 38 21 0 95 230 PM 0 21 0 3 0 1 0 0 38 0 0 I 24 14 O 105 235 P1.1 0 120 4 0 _ 0 _ 0 _ 28 0 33 9 O 89 240 PM 0 15 0 2 0 0 1 0 26 0 0 32 0 90 245 PM 0 5 0 0 0 1 0 43 1 0 28 2 0 91 251PM 0 9 n 1 n i n i 1 0 .321 2 26 3 0 82 255 PM 0 19 0 5 0 0 1 0 34 0 0 , 27 15 0 104 inn PM 0 17 n 1 n n 1 0 25 n 0 .'.3 3 0 90 305 PM 0 11 0 3 0 1 1 o 0 0 37 0 0 41 12 0 110 310 PM 0 10 0 0 1 2 0 27 0 0 I 32 12 0 93 315PM 0 15 0 S ❑ ❑ 2 0 2S 0 0 '/ 16 0 9S 310 PM 0 1 0 5 0 0 0 25 0 0 10 0 88 3 25 PM 0 1 0 G 0 1 0 0 29 0 0 30 12 0 88 330 PM 0 1 0 4 0 0 0 I 17 0 0 I 29 19 O 88 335 PM 0 1 0 5 0 0 1 0 .. 1 0 21 14 O 87 340 PM 1 1 1 , 37 12 0 93 345 PM 0 0 0 _ 0 _ 0 _ 4 31 1 0 14 O 877 350 PM 0 1 0 3 0 0 0 0 1 33 0 0 I 33 14 0 103 355 WA p 0 0 0 0 0 3 32 0 0 , 27 19 0 88 111151,944 10 10 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1013 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 1010 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1013 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 102,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1023 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 103,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 1 1033 AM 0 0 0 0 0 0 0 1 0 0 , 0 0 0 1 104,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1043 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 1 105,3 AM 0 0 0 0 0 0 1 0 O 0 I 0 0 0 1 1033 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 1 1150 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 1 1113 AM 0 0 0 0 0 0 0 0 0 0 , 1 0 0 1 SS 10 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1113 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 112,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 1 0 1 1123 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 113,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1133 AM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 114,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1143 AM 0 0 0 0 2 0 0 0 0 0 , 0 0 0 2 115,3 AM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1133 AM 0 0 0 0 0 0 0 0 0 0 , 1 0 0 1 1250 PM 0 0 0 0 0 0 0 0 O 0 I 1 0 0 1 1213 PM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 121,3 PM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1213 PM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 122,3 PM 0 0 0 0 0 0 0 0 O 0 I 0 1 0 1 1223251 0 0 0 0 0 0 0 0 0 0 , 0 0 0 1 123,3 PM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1233 PM 0 0 0 0 0 0 0 1 0 0 , 0 0 0 1 124,3 PM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 1245 PM 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 1250 PM p i 0 0 0 0 0 0 0 0 0 0 D 12 z�PM 0 i n i n i n i n 0 n n n n 1 n 1 100 PM 0 . 0 0 0 0 0 0 0 0 0 0 0 105 PM 0 0 0 0 0 0 0 1 0 0 I 0 0 0 1 110 PM ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 115PM 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 120 P4 p , 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 135 PM 0 0 0 0 0 0 1 0 O 0 I 1 0 0 130 PM ❑ , 0 0 0 1 0 _ 0 0 0 0 0 0 0 0 135 PM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 140 PM 0 0 0 0 0 0 0 0 O 0 I 0 0 0 0 145 PM 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 150 PM 0 0 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0 0 0 0 0 0 0 0 24 0 0 0 0 25 0 0 49 723 10.35 Alvl 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 33 0 0 56 735 10:40 Alvl 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 29 0 0 58 742 175 10'45 AI.I 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 37 0 0 57 740 10 50 Af.1 0 0 0 0 0 0 0 0 0 0 0 0 34 0 0 0 0 29 0 0 53 744 1055 MI 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 27 0 0 41 750 171 1100 MI 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 42 0 0 75 785 11.05 Alvl 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 35 0 0 51 783 11:10 Alvl 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 34 0 0 71 785 207 11'15 AI.I 0 0 0 0 0 0 0 0 0 0 0 0 1S 0 0 0 0 31 0 0 46 793 1120 AI.1 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 35 0 0 56 825 11 25 MI 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 34 0 0 58 827 170 1130 MI 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 34 0 0 51 832 1135 Ald 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 33 0 0 55 849 11:40 Alvl 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 38 0 0 56 840 192 11.45 AI,I 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 42 0 0 71 849 11.50 AM 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 32 0 0 59 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0 0 55 840 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 45 0 0 86 832 211 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 27 0 0 56 821 1:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 35 0 0 0 0 25 0 0 51 822 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 35 0 0 2 0 35 0 0 73 841 200 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 45 0 0 83 831 L 1:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 33 0 0 77 834 1:5 PM 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 1 0 45 0 0 76 826 236 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 27 0 0 47 816 2:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 32 0 0 59 839 2:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 24 0 0 58 863 174 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 45 0 0 79 861 2:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 31 0 0 57 852 2:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 50 0 0 75 862 211 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 28 0 0 57 846 2:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 39 0 0 80 844 2:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 32 0 0 53 824 210 2:45 1'M 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 38 0 0 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L1 R�1T1rrII •5 _TJ R1.2LhL RTOR �T4r1' Lett n��Thn, R1°11L RAT? .7LIL Artcub1e4Trucks ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 0 0 0 0 0 0 0 0 0 0 0 420 0 0 3 0 439 0 0 352 Medrur'':s 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 0 0 0 0 0 423 0 0 3 0 439 0 0 355 Pedestrians 17 0 0 0 17 3 cycks on Road 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 3 cycks on Grasswal< 3 0 0 0 3 Heavy Velacb Perce'uage Heavy Velacb Perce':tage 0.01/, 0.0% 0.0°e, 0.01d 0.0%, 0.0%, 0.0% 0.0% 0.0°% 0.0% 0.7%, 0.0% 0.0% 0.0% 0.0%, 0.0% 0.3% Peak Ha.r:Factor 10HF) Peak Rang Hour Fbw Rates Fnc hnnnA WacMnnnh NnrrhhnrrM ,11.1 Binh Nebel-Tyne II-Turn rry L— L_13192— leourn ek TVlr1J— L 131l13 1jyCyL e5 110 _131213_ I-Turn eft RT!]R Tnial Arbcubted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LgI1s 0 0 0 0 0 0 0 0 0 0 0 0 420 0 0 3 0 439 0 0 852 Medlurns 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 0 0 0 0 0 423 0 0 3 0 439 0 0 865 Pedestrians 17 0 0 0 17 R cychs un Ru-_J 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 1 R c/chs on CrosNal, 3 0 0 0 3 s Heav3VehIc Perot stage 0.0`,, 0.07, 0.7",, 0.0% 0.3% Heavy Vehlch Percentage 0.0% 0.0% 0.0°% 0.0V,, 0.0% 0.0% 0.0% 0.0% 0.0% 0.0M 0.0% 0.01, 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.3% Peak H0,11 Factor IMF) 0.00 0.0] 0.90 0.88 0.92 Peak HoJI Factor IMF) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.00 0.00 0.38 0.00 0.90 0.00 0.00 0.92 Trafflc Counts byVehlcle Type Fn¢hnnnd Wrethniirld Nnrlhhnlllld _Snuth.und TII.P 11 T:: Lo T _! 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0 U U U 0 0 0 0 0 0 0 O 0 0 0 0 U U 0 0 U 0 U 0 U 0 2;55 PM U 3:00PM U U U J O 1 U 0 U 0 U U U 0 U 0 U U 0 3:a5PM U 0 0 0 ° U U U 0 U 0 0 0 0 U U U U U 3y0 PM ° U U 0 U 0 U O U 0 U U U U U U U 315 PM U 0 U 0 U U U U U U U 0 U 0 U 320 PM 0 0 U U U 0 U 0 U 0 U 0 U 3:25PM o 0 U 0 U U U U o 0 U 3,30 PM U 0 0 0 U 0 U 0 35 PM 0 0 U 3A0PM U 0 U 0 U U 0 ` �+"1 3:45 PM U 3:50PM � 0N 3:55PM 0� U Wa ��PI U U 0 0 0 �O'Croy,WSK =..�.�I_� o U o ; 0 0 U 0 BIcYU Cf�1`— O UJ„'— U o 0 0 y�,,�P 0 0 0 U U U 0 0 0 U 0 0 0 U 0 0 O U 0 0 0 SO'60 PM U 0 U U 0 0 0 1g05AN U U U U U U 0 U 0 U U 0 UU1UAM 0 0 U 0 O 0 ` 0 U U 1U15 AM U O U U U 0 0 U U U 0 1020 Pk" 0 0 5 0 9 0 0 0 U 0 U 0 10'25 N4 5 0 U 0 0 O 0 3 U 0 U 0 1p,3U Ahl 0 1 U 0 U 0 0 0 U 1U35 N`i 1 JO 1 U O 0 U 0 U 0 U UUUU AWI 1 U U 0 U 0 0 U 0 1045Nd U U 0 0 O 0 SO'50 AAA 0 1 0 U 1 10 55 NA U U 1100 MA0 0105 MU 1110 AL1 0 2 2 0 0 0 0 0 0 0 0 0 11:15 51v1 1 0 1 0 0 0 0 0 0 0 0 0 11'20 ALI 0 0 0 0 0 0 0 0 0 0 0 0 1125 AL1 0 0 0 0 0 0 0 0 0 0 0 0 1130 Af.I 1 0 1 0 0 0 0 0 0 0 0 0 113541I 1 0 1 0 0 0 0 0 0 0 0 0 1140411 0 0 0 0 0 0 0 0 0 11:45 A1v1 0 0 0 0 0 0 0 0 0 11:50 5Iv1 0 0 0 0 0 0 0 0 0 1155 AL1 0 0 0 0 0 0 0 0 0 0 0 0 1200 PH0 0 0 0 0 0 0 0 0 1205P11 0 0 0 0 0 0 0 0 0 1210 PI 0 0 0 0 0 0 0 0 0 12,15 01v1 0 0 0 0 0 0 0 0 0 12:20 PIv1 0 0 0 0 0 0 0 0 0 0 0 0 12'25 PH0 0 0 0 0 0 0 0 0 1230 PH0 0 0 0 0 0 0 0 0 1235P11 0 0 0 0 0 0 0 0 0 1240 PH1 0 1 0 0 0 0 0 0 0 0 0 12,45 01v1 0 0 0 0 0 0 0 0 0 12:50 PIv1 1 0 1 0 0 0 0 0 0 0 0 0 12'55 PH0 0 0 0 0 0 0 0 0 1:00 I'M 0 0 0 0 0 0 0 0 0 1:05 PM 1 0 1 0 0 0 0 0 0 0 0 0 1:10 PM 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 1:20 PM 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 0 0 1:30 I'M 0 0 0 0 0 0 0 0 0 1:35 PM 0 0 0 0 0 0 0 0 0 140 PM ❑ 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 1 0 1 0 0 0 0 0 0 0 0 0 1:50 PM 0 0 0 0 0 0 0 0 0 1:55 PM 0 1 1 0 0 0 0 0 0 0 0 0 2:02 I'M 2 0 2 0 0 0 0 0 0 0 0 0 2:05 PM 7 0 2 0 0 0 0 0 0 0 0 0 2:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 2:15 I'M 2 0 0 0 0 0 0 0 0 0 0 2:20 PM 0 0 0 0 0 0 0 0 0 2:25 PM 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 2:35 PM 0 0 0 0 0 0 0 0 0 2:40 PM 0 0 0 0 0 0 0 0 0 2:45 PM 1 0 1 0 0 0 0 0 0 0 0 0 2:50 PM 0 0 0 0 0 0 0 0 0 2:55 PM 0 0 0 0 0 0 0 0 0 3:05 PM 0 2 2 0 0 0 0 0 0 0 0 0 3:05 PM 0 0 0 0 0 0 0 0 0 3:10 PM 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 3:20 PM 0 0 0 0 0 0 0 0 0 3:25 PM 0 0 0 0 0 0 0 0 0 3:33 PM 0 0 0 0 0 0 0 0 0 3:35 PM 1 0 1 0 0 0 0 0 0 0 0 0 3:43 PM 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 3:53 PM 0 0 0 0 0 0 0 0 0 3:55 PM 1 0 1 0 0 0 0 0 0 0 0 0 Pedestrians Tllnr 0011 rev 4.11.1 —.Q. —74'� 0 l:I 00l tel: —1.nl1I 00: O 11I 1000 AM 2 2 1 0 0 0 0 0 0 0 0 0 1005 AM0 2 2 0 0 0 0 0 0 0 0 0 1010 AM1 0 1 0 0 0 0 0 0 0 0 0 1015 AM0 3 3 0 0 0 0 0 0 0 0 0 1020 AM3 2 5 0 0 0 0 0 0 0 0 0 10 25 AM2 1 3 0 0 0 0 0 0 0 0 0 1030 AM0 0 0 0 0 0 0 0 0 1035411 0 1 1 0 0 0 0 0 0 0 0 0 1040 51.1 1 1 0 0 0 0 0 0 0 0 0 10:45 AM 0 0 0 0 0 0 0 0 0 1050411 1 0 1 0 0 0 0 0 0 0 0 0 1055 AL1 0 2 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1165 Atl 3 0 3 0 0 0 0 0 0 0 0 0 11-10411 3 0 3 0 0 0 0 0 0 0 0 0 1115 AM0 4 4 0 0 0 0 0 0 0 0 0 1120 API1 1 2 0 0 0 0 0 0 0 0 0 1125 AM0 2 2 0 0 0 0 0 0 0 0 0 1130 AM 2 1 3 0 0 0 0 0 0 0 0 0 1135 AM 0 2 2 0 0 0 0 0 0 0 0 0 1140 AM 0 0 0 0 0 0 0 0 0 1145 AM 0 2 2 0 0 0 0 0 0 0 0 0 1150 AM 0 0 0 0 0 0 0 0 0 1155 AM 0 1 1 0 0 0 0 0 0 0 0 0 1200 PM 0 0 0 0 0 0 0 0 0 1205 PM 0 0 0 0 0 0 0 0 0 1210 PM 1 0 1 0 0 0 0 0 0 0 0 0 1215 PM 0 1 1 0 0 0 0 0 0 0 0 0 1220 PM 0 0 0 0 0 0 0 0 0 1225 PM 0 0 0 0 0 0 0 0 0 1230 PM 0 0 0 0 0 0 0 0 0 1235 PM 0 0 0 0 0 0 0 0 0 1240 PM 0 0 0 0 0 0 0 0 0 1245 PM 0 0 0 0 0 0 0 0 0 1250 PM 1 2 3 0 0 0 0 0 0 0 0 0 1255 PM 0 1 1 0 0 0 0 0 0 0 0 0 100 PM 2 1 3 0 0 0 0 0 0 0 0 0 105 PM 0 0 0 0 0 0 0 0 0 110 PM 0 0 0 0 0 0 0 0 0 115 PM 0 0 0 0 0 0 0 0 0 120 PM 0 0 0 0 0 0 0 0 0 125 PM 0 0 0 0 0 0 0 0 0 130 PM 0 0 0 0 0 0 0 0 0 135 PM 0 0 0 0 0 0 0 0 0 140 PM 4 2 6 0 0 0 0 0 0 0 0 0 145 PM 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 3 0 0 0 0 U 0 0 0 0 0 3 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 250 PM 0 1 0 0 0 0 0 0 0 1'5S PM 0 0 0 0 0 0 2 0 0 U 2WPM 2 0 0 0 0 0 0 0 0 0 0 0 0 2 OS PM 0 0 0 0 U 0 0 0 0 0 0 0 0 Z 10 PM 0 p i p 0 U 0 0 0 0 0 0 ,1SPM 0 0 0 0 0 0 0 220 PM 1 d A 0 0 0 0 0 0 0 0 725 PM 0 0 1 0 0 p 0 0 0 0 0 0 Z;U PM 1 0 0 0 0 0 0 0 0 0 0 0 235 PM 0 0 0 0 0 0 0 0 U 0 0 2 d0 PM 0 0 L p 0 0 0 0 0 0 0 0 J 45 PM 2 d 0 0 p 0 p U 0 0 0 250 PM 7 1 U 0 0 0 0 0 0 0 0 0 x'SS PM 1 1 1 0 0 0 0 0 0 0 7.00 PM0 3 0 0 p 0 0 0 0 0 U 3 US PM 1 0 0 1 0 0 U 0 0 0 0 p 310 PM 0 0 0 0 0 0 U 0 0 0 0 0 0 0 11S PM 0 0 0 0 0 0 0 0 0 U U 0 0 0 320 PM 0 0 0 0 0 0 0 3'25 PM 0 U 0 0 0 0 0 0 0 0 3i0 PM 1 1 3 0 0 p 0 p 0 335 PM 0 _ 1 0 0 0 0 40FM 0 345 PM 0 0 0 i 50 PM 355PM Appendix B Trip Generation Calculations PBS Engineering and Environmental Lake Oswego Recreation and Aquatics Center 6/13/2022 Protect Name Lake Oswego Recreation and 4quatics Center Type of Protect Project No. City, Country Built-up Area(Sq ft( Analyst Name PBS Cngineenng and Csuironmental Clients Name Date 2/4/2022 2IP/Postal Code State/Province No of Scenanos 4 Analysis Region SCENARIO SUMMARY Scenarios Name No.of Land Uses peveloes of User Grou pment p ®®MEIEM Scenario-1 Weekday AM Peak Hour 2 1 0 92 44 136 Scenario-2 Weekday PM Peak Hour 2 1 0 88 95 183 Scenario Weekday Daily 2 1 0 1043 1043 0086 Scenario-4 Saturday 2 1 0 49 45 94 Generated By OTISS Pro v2.1 1 bhauvesh jaya Lake Oswego Recreation and Aquatics Center 6/13/2022 10:06 AM Scenario Narne Weekday AM Peak Hour User Group Dev hale 1 No of years to Project 0 p Traffic Analyst rote Warning Land Use&Data Source Location IV Site rime„rind ®" ®® Total Rate/Equation Split% Split% 495-Recreational Community Center General 10005q Ft GFA 629 Weekday Pea<Hour of Average 79 41 120 (Data Source Trip Generation Manua,11th Ed I Urban/Suburban Adiacent Street Trafh_,I 191 OS% 34% 1430-Golf Course General Weekday,Pea,Hour of Average 13 3 %Data Source,Trip Generation Manua,11th Ed 1 Urba t/Suburban Holes Adjacent Street Traffic,I 1,76 72% 21% 1 lfi BASELINE SITE VEHICLE CHARACTERISTICS: L..... 1e - .Ca Le1l.e.e Lpa.L.ata :..Ia.:le.1.6,4 1,14...I.414 sedg U e S e Ble. ai.a. acue.1..Se,.: 95 Recreational Community Center 100 100 1 1 66 34 30-Golf Course 100 100 1 1 ]9 21 ESTIMATED BASELINE SITE PERSON TRIPS- aaBtlaaal,Uaa.a.a Ime,111A126.Li,Au.La.: Baca.aaaalas E.us iar:sa BL se. 95-Recreational Community Center 79 41 0 0 79 41 II¢30-Golf Course I 13 Ia 3 0 I 0 13 /1 3 1 16 0 6 LAND USE GROUP ASSIGNMENT 95 Recreational Community Center dncm 30-Golf Course enema BALANCED PERSON TRIPS. 495-Recreational Community Center J Persons Exit PAF UIPTC Unconstrained Demand »e BALANCED o» Unconstrained Demand UIPTC PAF Persons Entry 41 1 0 0 0 0 0 1 13 Persons Entry PAF UIPTC Unconstrained Demand «<==BALANCED«<== Unconstrained Demand UIPTC PAF Persons Exit 79 1 0 0 0 0 0 1 3 INTERNAL PERSON TRIPS. 495-Rr e eational CommumN Center Ina Person Tripe From Lorry Exit Total 30-Golf Course 0 9 0 otal Internal Person Trips 0 0 0 430-Golf Course al Person TrifleFrom En:ry Exit Total n9t0rnRecreational Csommun itv Center 0 0 0 otal Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE 495-Recreational Community Center otal Internal Person Trips 0 0 0 ehicle Mode Share 100% 100% ehicle Occupancy 100 100 Iota)Vehicle Internals : 0 0 0 T tal External Vehicle TO 79 41 120 Internal Vehicle Trip Capture 0% 0% 0% 430-Golf Course iehiei nternal Peron Tri 6s 0 0 0 hide Made Share 100% 10o% hide Occu 1 00 1 on oral Vehicl Internal Eryts 0 0 0 t(External Vehicle Trios 13 3 16 Internal Vehicle TAD Capture 119E 0% 0% loam.Rates Bt,as isss.ss Uaalas Us s R au Uasita has yI95-Recreational Community Center 79 41 00a% 000% 0 0 430-Golf Course 13 3 00D% 000% a 0 as.1L-sal BL eeA.U.L.UaA.La Bt.s 4 Isssass Uasaa UL._ 19530 Golf-RecreCouatorse nal Community Center 39 41 a00% 000% 0 0 - 13 3 000% 000% 0 0 1 —::•v+••:•—:=—.- :.•- •::-•••.^•-a+••r_ Van Ras.e,a Uls'Sas,.enan 11 3uta iae-ass Was,Us as 495-Recreational Community Center 79 41 a0D% 000% 0 0 1430-Golf Course 13 3 000% 000% 0 0 law Ws..WI ea 95-Recreational Community Center 79 41 120 30-Sell Course 13 3 10 Vehicle elTps.Before Redact on 92 44 1206 Vehicle Tri 0 J 0 __ ernal Vehicle Try. 92 44 136 [ rill Vehicle Trip capture 096 0% 0% x s r bYY/eh icle Trig 0 0 0 Daiverteo'Veh¢le Tr1i 5 0 0 0 Extra Reduced Vehe Trips D a o hew Vehicle Trips 92 44 136 Generated By OTISS Pro v2.1 2 PBS Engineering and Environmental Lake Oswego Recreation and Aquatics Center 6/13/2022 Sceneriu Game Weekday PM Peak Hour User Group Dev hale 1 No of years to Project 0 p Traffic Analyst rote Warning Land Use&Data Source Location IV Site rune„rind ®" ®® Total Rate/Equation Split% Split% 495-Recreational Community Center General 10005q Ft GFA 629 Weekday Pea<Hour of Average 74 83 157 'Data Source Trip Generation Manua,11th Ed I Urban/Suburban Adjacent Street Trafh_,I 299 47% 95% 1430-Golf Course General Weekday,Pea<Hour of Average 14 12 'Data Source',Trip Generation Manua,11th Ed I Urban/Suburban Holes 9 Adjacent Street Traffic,I 2,91 53% 47% I 26 BASELINE SITE VEHICLE CHARACTERISTICS: a 1, - .Cz 11.11.a..laps.Sl.:ta t::P.111a SW.11AILAP Gna :.P11 pa. U .:. Ela. ai.a. AAPPLuu..SP.: 95 Recreational Community Center 100 100 1 1 47 53 30-Golf Course 100 100 1 1 53 47 ESTIMATED BASELINE SITE PERSON TRIPS- aa OIL aaauUaa.a.a ibleAL Bdaa AL An.LIMAS Baca.coach a Exa SAKAI BE LE 95-Recreational Community Center 74 83 0 0 74 83 I430-Golf Course I 14 46 12 0 OI 0 14 1 6 1? LAND USE GROUP ASSIGNMENT 95 Recreational Community Center dncm 30-Golf Course enema BALANCED PERSON TRIPS' 495-Recreational Community Center J Persons but OAF UIPTC Unconstrained Demand »o BALANCED o» Unconstrained Demand UIPTC OAF Persons Entry 83 1 0 0 0 0 0 1 14 Persons Entry P4F UIPTC Unconstrained Demand «<==BALANCED«<== Unconstrained Demand UIPTC W. Persons Exit 74 1 0 0 0 0 0 1 12 INTERNAL PERSON TRIPS. 495-Br eahonal CommunN Center loci c Person Tripe From Enrry Exit Total 30-Golf Course 0 0 0 otal Internal Person Trips 0 0 0 430-Golf Course al Person Tn/�From En" Exit Total n9t5-nRecreational Cso mmun ltv Center 0 0 0 otal Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE 495-Recreational Community Center otal Internal Person Trips 0 0 0 ehicle Mode Share 100% 100% ehicle Occupancy 100 100 Iontal Vehicle Internal TrUts 0 0 0 T tal External Vehicle Tnps 74 83 157 Internal Vehicle Trio Capture 0% 0% 0% 430-Golf Course 7otall nternal Pel,on Tr]os 0 0 0 ++\\TSTSrrgq)),,hide Made Share 100% 100%o hide Ocw 1 O0 1 as cal Vehicl Internal nor, 0 0 0 t(External Vehicle Trios 16 12 00 Internal Vehicle Trip Capture 119E 0% 0% ?ohm.Altos Ili.. au Uaalaa MP B. as BL as yI95-Recreational Community Center 74 83 000% 000% 0 0 430-Golf Course 14 12 0OD% 000% 0 0 SWOP m al.I4asaa UL asA.U.L.11...111.1 4 as Ua ace ILL LE �95-Recreational Community Center 24 83 a00% 000% 0 0 30-Golf Course 14 12 005% OGO% 0 0 t —::•v+••:•—:--.- :.•- •::-•••.^•=a+••� 3veaa Uaa.a,a Baa Laa,.aaaa 11 3aata Lae-:as Uaa,:.a W.:a 495-Recreational Community Center 74 83 a0D% 0 00% 0 0 1430-Golf Course 14 12 000% 000% 0 0 law Uaa.a a WILL 95-Recreational Communpv Center Jd 93 7 30-Golf Course 14 12 2 156 VehiclelTF.5i Before Redact on SS 95 13 tie Trips 0 J 0 __ ernal Vehicle Try. SS 95 1S3 [ nal Vehicle Trip capture 056 0% 0% t s r bYY/eh fide Trig 0 0 0 Diaverteo'Veh¢Ie Tr1i}jS 0 0 D 0 Twos 3 ra Reduced Vehicle Ts D o Few Vehicle Tries SS 95 183 Generated By OTISS Pro v2.1 3 bhauvesh jaya Lake Oswego Recreation and Aquatics Center 6/13/2022 10:06 AM Scenario Name Weekday Daily User Group Dev hale 1 No of years to Protect 0 p Traffic Analyst rote Warning Land Use&Data Source Location IV Site Trite„rind ®" ®® Total Rate/Equation Split% Split% 495-Recreational Community Center General 10005q Ft fi FA 625 Weekday Average 906 906 1612 IDa[a Source Trip Generation Manua,llth Ed I Urban/Suburban 2A R2 50% 5rM I430-Golf Course General Holes 9 Weekday Average 137 137 234 'Data Source,Trip Generation Manua,11th Ed I Urban/Suburban I 30.38 50% 50% I BASELINE SITE VEHICLE CHARACTERISTICS: e r, - .ua L L.6.e.. pe.L.ala 6..1A.:le.Uaa.44 Gaa,.ea.411 nL. Ua s. Ble. ne..Sa.ue.pe..Be..: 95 Recreational Community Ccntcr 100 100 1 1 50 50 30-Golf Course 100 100 1 1 50 50 ESTIMATED BASELINE SITE PERSON TRIPS- aLBllassuUaL.s.a lam.Ibis:Li.Amu Laeas Baca.assalss Eas Isis.BA.ss Inertecreational Community Center 906 906 0 0 906 906 1r30-Golf Course I 137 �74 12 137 0 I 0 137 2]J 137 I 0 4 LAND USE GROUP ASSIGNMENT 95 Recreational Community Center d rem 30-Golf Course liinema BALANCED PERSON TRIPS. 495-Recreational Community Center J Persons Exit PAF UIPTC Unconstrained Demand »>BALANCED oR,» Unconstrained Demand UIPTC PAP Persons Entry 906 1 0 0 0 0 0 1 133 Persons Entry PAF UIPTC Unconstrained Demand «<==BALANCED«<== Unconstrained Demand UIPTC PAP Persons Exit 906 1 0 0 0 0 0 1 137 INTERNAL PERSON TRIPS. 495-Rrt eaonal CommunN Center lna Personti Tries From Entry Colt Total 30-Golf Course 0 0 0 otal Internal Person Trips 0 0 0 430-Golf Course al Person TrifleFrom Entry Exit Total n9t5rnRecreational Communi1y Center 0 0 0 otal Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE 495-Recreational Community Center otallnternal Person Trips 0 0 0 ehrcle Mode Share 100% 100% ehrcle Occupancy 100 1. Iota!Vehicle Internal TrUts 0 0 0 T tal External Vehicle Trips 906 906 1812 Internal Vehicle Trio Capture 0% 0% 0% 430-Golf Course tl l nternal Phonon Tr ps 0 0 0 hrcle Mode Share 100% 100% hieIt Ocw 1 nit 1 nit oral Vehicl Internal Tryts e 0 0 0 ta lExternal Vehicle Trios 100% 137 274 Internal Vehicle Trip Capture 119E 0% 0% ?ohm.Autos Ili.. au Uaslaa lb.,B. Sala..Uasls.a Ba,es yI95-Recreational Community center 906 906 000% 0OD% 0 0 430-Golf Course 137 137 000% 00D% 0 0 as.ILsaa Ili." A.U.L.U..Li UI.s 4 ae UaAaa Mu As9s-Recreational commumN center ton 906 eon% OOD% 0 0 430-Golf Course 13J 13J 000% 000% 0 0 t —ues e.•- re.- :.•- .Aa.Ae...U_rr_ 3vela Uaa.e,s BLs iae..el,ea id, S!L'1L Lae-eat UeLEaIiLee 495-Recreational Community Center 9a6 906 00D% 00D% 0 0 I43o-Golf Course 137 137 00D% 000% 0 0 law Uaa.s a WILE ss 95-Recreational Community Center 906 906 1612 30-Golf Course 13] 13] 2J4 Vehicl T�Before Redact on 1043 1043 23S6 nternal l tle Trips 0 J 0 External Vehicle Triil/o' 1043 1043 2026 tnal Vehicle Trip apture 096 0% 0% a sr byy/ehicle TTitr 0 0 0 �ayerced vemae Trl a o o 0 Extra Reduced vehMe Trips D o 0 Saw Vehicle Trips 1043 1043 DOSS Generated By OTISS Pro v2.1 4 PBS Engineering and Environmental Lake Oswego Recreation and Aquatics Center 6/13/2022 Scenario Game Saturday User Group Dev hale 1 No of years to Project 0 p Traffic Analyst rote Warning Land Use&Data Source Location IV Sire Tine Penad ®" ®® Total Rate/Equation Split% Split% 495-Recreational Community Center General 10005p Ft GM 6]9 Saturday,Peak Hour of Average 36 31 E7 'Data Source Trip Generation Manua,11th Ed I Urba a/Suburban Generator I I CO 64% 46% 1430-Golf Course General Saturday,Peak Hour of 1 Average 13 14 'Data Source,Trip Generation Manua,11th Ed I Urban/Suburban Holes 9 Generator 3.63 49% 51% 1 ay BASELINE SITE VEHICLE CHARACTERISTICS: a .ca U...a..Laa.Sasaa :.Aa.:Egg llAIL44 Ocii,.4,41i f.da.Sle.Uaa..iAPOPIO.SPA 95 Recreational Community tenter 1001, 100 1 1 54 46 30-Golf Course 100 100 1 1 49 51 ESTIMATED BASELINE SITE PERSON TRIPS- aa OIL aaauUaa.a.a as Bdaa AL An.LAAAS Baca.EL:ALLA La Sataaa BE LE 95-Recreational Community Center 36 at 31 0 0 36 31 I430-Golf Course I 13 47 14 0 DI 0 13 7 14 LAND USE GROUP ASSIGNMENT 95 Recreational Community Center dncm 30-Golf Course enema BALANCED PERSON TRIPS 495-Recreational community Center J Persons Exit PAC UIPTC Unconstrained Demand »a BALANCED o» Unconstrained Demand UIPTC PAP Persons Entry 31 1 0 0 0 0 0 1 13 Persons Entry P4F UIPTC Unconstrained Demand «<==BALANCED«<== Unconstrained Demand UIPTC POP Persons Exit 36 1 0 0 0 0 0 1 14 INTERNAL PERSON TRIPS. 495-Brc eat:onal CommunN Center anal Person Tripe From Enrry Colt Total 30-Golf Course 0 9 0 otal Internal Person Trips 0 0 0 430-Golf Course le Pen/� En:ry Exit Total n9t5ernRecrersonationaTl CsommuniIy Center 0 0 0 otal Internal Person TripsFrom 0 0 I INTERNAL VEHICLE TRIPS AND CAPTURE 495-Recreational Community Center otallnternal Person Trips 0 0 0 chicle Mode Share 100% 100% chicle Occupancy 100 100 Iota!Vehicle Internal TrUrs 0 0 0 T al External\vehicle Tnps 36 31 62 Internal Vehicle Trio Capture 0% 0% 0% 430-Golf Course ietallnternal Peron Tn os 0 0 0 hide Mode Share 100% 100% hide Occu 1 nn riot cal Vehicl Internal Tr,yts 0 0 0 t(External Vehicle Tnne 13 14 2J Internal Vehicle Trio Capture 119E 0% 0% ?ohm.liar Baas i444.4L Uaalaa Bs a B. ISLE..Uaalaa Baas yI95-Recreational Community Center 36 31 000% 000% 0 0 430-Golf Course 13 14 00D% 000% 0 0 SWOP m aa.1L-aaa Ua,as ea Uaaa.a Ba.a 4 as Uaaaa Mad �95-Recreational community Center 36 31 000% 000% 0 0 30-Golf Course 13 14 000% 000% 0 0 1 —kIa sa•:•—:a—.- :.•- •Ja.&ae....n •r_ ion Uaa.a,a U.Laa5ee,aa II loan iae-eee UaLRa Us:: 495-Recreational Community Center 36 31 000% 000% 0 0 1430-Golf Course 13 14 000% 000% 0 0 law WI..WILE 95- reatl Community Center 36 31 Lu 30Gol Recf Courseiona 13 14 2] Vehicle elT9s Before Reduct on 49 45 94 Vehicle Trips 0 J 0 Maternal Vehicle Trys 49 45 94 tnal Vehicle Trip capture 096 0% 0% aDa srye rcbYVeheicmaeTr1l}jle Trig 0 0 0 t o o 0 Matra Reduced Vehicle Trips D o 0 Sew Vehicle Trips 49 45 04 Generated By OTISS Pro v2.1 5 PBS Engineering and Environmental Lake Oswego 18-Hole Golf Course 6/13/2022 Project Name Lake Oswego 18-Hole Golf Course Type of Project Project No. City. Country Built-up Area(Sq ft) Analyst Name PBS Engineering and Environmental Clients Name. Date 2/6/2022 ZIP/Postal Code State/Province: No.of Scenarios: 4 Analysis Region SCENARIO SUMMARY Scenarios Name No.of Land Uses phases of User Group Devela ent 1 �'®� Scenario-1 Weekday AM Peak Hour 1 1 m 0 25 7 32 Scenario-2 weekday PM Peak Hour 1 1 0 28 25 53 Scenario-3 weekday Daily 1 1 0 273 273 546 Scenario-4 Saturday 1 1 0 27 28 55 Generated By OTISS Pro v2.1 1 bhauvesh jaya Lake Oswego 18-Hole Golf Course 6/13/2022 10:26 AM Scena no Name Weekday AM Peak Hour User Group: Dec. hose 1 No of Years to Project 0 P Traffic: Analyst Note I Warning. VEHICLE TRIPS BEFORE REDUCTION !2IM ffil'® 430-Golf Course General Holes 18 Weekday,Peak Hour of Average 25 7 37 Data Source Trip Generation Manual,Ilth Ed Urban/Suburban Adjacent Street Traffic,I 1 76 79% 21% VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: and Use - Sac,.3.0:1LIL E.4 I.laaa.Gmm.£L„L i Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 430-Golf Course 100 100 1 1 79 21 ESTIMATED BASELINE SITE PERSON TRIPS: MilliffiE Person Tri.sb Other Modes BMWMEIMMIIMMIEREMI 430-Golf CourSe 25 7 0 0 25 7 32 0 32 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 430-Golf Course Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 430-Golf Course Ilnetalternal PersInternalonPerson Trips From Trips I Entry I Exit Total 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 430-Golf Course Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 - Total Vehicle Internal Trips 0 0 0 Total External Vehicle Tnps 25 7 32 ternal Vehicle Trip Capture 0% 0% 0% PASS-BY VEHICLE TRIP REDUCTION illIEHMEIM Entry Exit Entry(%) Exit)%) Entry Exit 430-Golf Course 25 7 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION and Use Entry Exit Entry(%) Exit(%) Entry Exit 430-Golf Course 25 7 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION illir r k:w..nr Wr .i •.......•lld.......u.a,� Entry ra. Exit Entry(%) Exit l%1 Entry Exit 430-Golf Course 25 7 0.00% 0.00% 0 0 NEW VEHICLE TRIPS all and Use Entry Exit Total 430-Golf Course 25 7 32 RESULTS Site Totals Entry Exit Total Vehicle Triqc Before Reduction 25 7 32 Internal Vrincle Trips 0 0 0 External Vehicle Trips 25 7 32 Internal Vehicle Trip Capture 0% 0% 0% Pass-En Vehicle Trips 0 0 0 Diverted Vehicle Tnr�1IS 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Tnps 25 7 32 Generated By OTISS Pro v2.1 2 PBS Engineering and Environmental Lake Oswego 18-Hole Golf Course 6/13/2022 Scenario Name Weekday PM Peak Hour User Group: De.. hose 1 No of Years to Project 0 P Traffic: Analyst Note Warning. VEHICLE TRIPS BEFORE REDUCTION f'® 430-Golf Course General Holes 18 Weekday,Peak Hour of Average 28 95 53 Data Source Trip Generation Manual,Ilth Ed Urban/Suburban Adjacent Street Traffic,I 291 53% 47% VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: and Use - Jaa,.sa Leo 1L3G.c 1.eaoe.usu.Es.a i Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 430-Golf Course 100 100 1 1 53 47 ESTIMATED BASELINE SITE PERSON TRIPS: MillECTI Person Trick Other Modes BMWMEIIMIIIMISTEMMI 430-Golf Course 28 25 0 0 28 25 53 0 53 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 430-Golf Course Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 430-Golf Course Internal Pees Tri From I Entry I Exit Total otaltern Intrnalron Person ps Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 430-Golf Course Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 28 25 53 ternal Vehicle Trip Capture 0% 0% 0% PASS-BY VEHICLE TRIP REDUCTION illIEHMEIM Entry Exit Entry(%) Exit(%) Entry Exit 430-Golf Course 28 25 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION and Use Entry Exit Entry(%) Exit(%) Entry Exit 430-Golf Course 28 25 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION illir r k:w..nr Wr .i •.......•ll.&.......u.a,� Entry ra. Exit Entry(%) Exit(%) Entry Exit 430-Golf Course 28 25 0.00% 0.00% 0 0 NEW VEHICLE TRIPS all and Use Entry Exit Total 430-Golf Course 28 25 53 RESULTS Site Totals Entry Exit Total Vehicle Triqs Before Reduction 28 25 53 Internal Velncle Trips 0 0 0 External Vehicle Trips 28 25 53 Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trios 0 0 0 Diverted Vehicle Tnr�1IS 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 28 25 53 Generated By OTISS Pro v2.1 3 bhauvesh jaya Lake Oswego 18-Hole Golf Course 6/13/2022 10:26 AM Scenario Name Weekday Deily User Group: De.. hose 1 No of years to Project 0 P Traffic: Analyst Note I Warning. VEHICLE TRIPS BEFORE REDUCTION f'® 430-Golf Course General Holes 18 Weekday Average 273 273 546 Data Source Trip Generation Manual,Ilth Ed Urban/Suburban I 30.38 50% 50% VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: and Use -ENEMINIME J xo,.lc Liu haiL,t.c!.laoa.Glu.32„L i Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 430-Golf Course 100 100 1 1 50 50 ESTIMATED BASELINE SITE PERSON TRIPS: MilliffiE Person Tri.sb Other Modes BMWMEIMMIIMMIEREMI 430-Golf Course 273 273 0 0 273 273 546 0 546 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 430-Golf Course Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 430-Golf Course Ilnotate lrnaInternall PersonPerson Trips From I Entry I Exit Total 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 430-Golf Course Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 273 273 546 ternal Vehicle Trip Capture 0% 0% 0% PASS-BY VEHICLE TRIP REDUCTION illIEHMEIM Entry Exit Entry(%) Exit)%) Entry Exit 430-Golf Course 273 273 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION and Use Entry Exit Entry(%) Exit)%) Entry Exit 430-Golf Course 273 273 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION illir r k:w..nr Wr .i •.......•ll.&...,...u.a,� Entry ra. Exit Entry(%) Exit 05) Entry Exit 430-Golf Course 273 273 0.00% 0.00% 0 0 NEW VEHICLE TRIPS all and Use Entry Exit Total 430-Golf Course 273 273 546 RESULTS Site Totals Entry Exit Total Vehicle Triqs Before Reduction 273 273 546 Internal Ve)ncle Trips 0 0 0 External Vehicle Trips 273 273 546 Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trios 0 0 0 Diverted Vehicle Ttil(T 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 273 273 546 Generated By OTISS Pro v2.1 4 PBS Engineering and Environmental Lake Oswego 18-Hole Golf Course 6/13/2022 Scenario Name Saturday User Group: De.. hose 1 No of Years to Project P Traffic: Analyst Note Warning. VEHICLE TRIPS BEFORE REDUCTION f'® 430-Golf Course General Holes 18 Saturday,Peak Hour of Average 27 98 55 Data Source Trip Generation Manual,Ilth Ed Urban/Suburban Generator I 3 03 49% 51% VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: and Use - ao.lc E.Lo La,...R.iots.Gos.£L„L . Entry(%) Exit(%) Entry Exit JEntry(%) Exit(%) 430-Golf Course 100 100 1 1 49 51 ESTIMATED BASELINE SITE PERSON TRIPS: MilliffiT Person Tri.sb Other Modes BMWMEMMIIIMMISEMMI 430-Golf Course 27 28 0 0 27 28 55 0 55 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 430-Golf Course [memo BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 430-Golf Course Internal Pees Tri From I Entry I Exit Total etaltern Intrnalron Person ps Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 430-Golf Course Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 - Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 27 28 55 ternal Vehicle Trip Capture 0% 0% 0% PASS-BY VEHICLE TRIP REDUCTION IBIONTIMEIM Entry Exit Entry(%) Exit)%) Entry Exit 430-Golf Course 27 28 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION and Use Entry Exit Entry WI Exit(%) Entry Exit 430-Golf Course 27 28 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION illir ,a,........:......,, •.......•lld.......u.a,� Entry Exit Entry(%) Exit l%) Entry Exit 430-Golf Course 27 28 0.00% 0.00% 0 0 NEW VEHICLE TRIPS gll and Use Entry Exit Total 430-Golf Course 27 28 55 RESULTS Site Totals Entry Exit Total Vehicle Triqs Before Reduction 27 28 SS Internal Ve)ncle Trips 0 0 0 External Vehicle Trips 27 28 SS Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trios 0 0 0 Diverted Vehicle Tnr�1IS 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 27 28 55 Generated By OTISS Pro v2.1 5 Lake Oswego Rassekh Park- ITE 488 3/14/2022 PROJECT DETAILS Project Name: Lake Oswego Rassekh Park-ITE 488 Type of Project: Project No: City: Country: Built-up Area(Sq.ft): Analyst Name: PBS Engineering and Environmental Clients Name: Date: 2/1/2022 ZIP/Postal Code: State/Province: No.of Scenarios: 4 Analysis Region: SCENARIO SUMMARY Phases of No.of Years to Estimated New Vehicle Trips Scenarios Name No.of Land Uses User Group Development Project Traffic Entry Exit Total Scenario-1 Weekday 1 1 0 36 36 72 Scenario-2 Weekday AM Peak Hour 1 1 0 1 0 1 Scenario-3 Weekday PM Peak Hour 1 1 0 11 6 17 Scenario-4 Saturday Peak Hour of Generator 1 1 0 18 19 37 PBS Engineering and Environmental Inc. 1 bhauvesh jaya Lake Oswego Rassekh Park- ITE 488 3/14/2022 5:22 PM Scenario-1 Scenario Name:Weekday User Group: Dev.phase:1 No.of Years to Project 0 Traffic: Analyst Note: Warning: VEHICLE TRIPS BEFORE REDUCTION • Land Use&Data Source Location IV Size Time Period Method Entry Exit Total Rate/Equation Split% Split% 488-Soccer Complex General Average 36 36 Fields 1 Weekday 72 'Data Source:Trip Generation Manual,11th Ed Urban/Suburban I 71.33 50% 50% VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy 1 I:U. 1i ill511d1�.�5 L��d.LIIII.,:.„C I Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 488-Soccer Complex 100 100 1 1 50 50 ESTIMATED BASELINE SITE PERSON TRIPS: Person Trips by Vehicle Person Trips by Other Modes Total Baseline Site Person Trips 488-Soccer Complex 36 36 0 0 36 36 72 0 72 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 488-Soccer Complex Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 488-Soccer Complex Internal Person Trips From Entry I Exit I Total Total Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 488-Soccer Complex Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 - Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 36 36 72 Internal Vehicle Trip Capture 0% 0% 0% Generated By OTISS Pro v2.1 2 Lake Oswego Rassekh Park- ITE 488 3/14/2022 PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip% Pass-by Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 36 36 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip% Diverted Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 36 36 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION Land Use m01."."01.0""""`•uni"14""'iiJ""`"'NiE't' Extra Vehicle Trip Reduction% Extra Reduced Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 36 36 0.00% 0.00% 0 0 NEW VEHICLE TRIPS Land Use New Vehicle Trips Entry Exit Total 488-Soccer Complex 36 36 72 RESULTS Site Totals Entry Exit Total Vehicle Trips Before Reduction 36 36 72 Internal Vehicle Trips 0 0 0 External Vehicle Trips 36 36 72 Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trips 0 0 0 Diverted Vehicle Trips 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 36 36 72 PBS Engineering and Environmental Inc. 3 bhauvesh jaya Lake Oswego Rassekh Park- ITE 488 3/14/2022 5:22 PM Scenario-2 Scenario Name:Weekday AM Peak Hour User Group: Dev.phase:1 No.of Years to Project 0 Traffic: Analyst Note: Warning: VEHICLE TRIPS BEFORE REDUCTION • Land Use&Data Source Location IV Size Time Period Method Entry Exit Total Rate/Equation Split% Split% 488-Soccer Complex General Weekday,Peak Hour of Average 1 0 'Data Source:Trip Generation Manual,11th Ed Urban/Suburban Fields 1 Adjacent Street Traffic, I 0.99 61% 39% 1 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy 1 i;,,,{i,i i llii IJa.4 LW.LIIII.,i.„C I Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 488-Soccer Complex 100 100 1 1 61 39 ESTIMATED BASELINE SITE PERSON TRIPS: Person Trips by Vehicle Person Trips by Other Modes Total Baseline Site Person Trips 488-Soccer Complex 1 0 0 0 1 0 1 0 1 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 488-Soccer Complex Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 488-Soccer Complex Internal Person Trips From Entry I Exit I Total Total Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 488-Soccer Complex Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 - Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 1 0 1 Internal Vehicle Trip Capture 0% 0% 0% Generated By OTISS Pro v2.1 4 Lake Oswego Rassekh Park- ITE 488 3/14/2022 PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip% Pass-by Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 1 0 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip% Diverted Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 1 0 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION Land Use m01.".""'.0""" `muni"'4""'iiJ""`"'NiE't'm Extra Vehicle Trip Reduction% Extra Reduced Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 1 0 0.00% 0.00% 0 0 NEW VEHICLE TRIPS Land Use New Vehicle Trips Entry Exit Total 488-Soccer Complex 1 0 1 RESULTS Site Totals Entry Exit Total Vehicle Trips Before Reduction 1 0 1 Internal Vehicle Trips 0 0 0 External Vehicle Trips 1 0 1 Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trips 0 0 0 Diverted Vehicle Trips 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 1 0 1 PBS Engineering and Environmental Inc. 5 bhauvesh jaya Lake Oswego Rassekh Park- ITE 488 3/14/2022 5:22 PM Scenario-3 Scenario Name:Weekday PM Peak Hour User Group: Dev.phase:1 No.of Years to Project 0 Traffic: Analyst Note: Warning: VEHICLE TRIPS BEFORE REDUCTION Land Use&Data Source Location IV Size Time Period Method Entry Exit Total Rate/Equation Split% Split% 488-Soccer Complex General Weekday,Peak Hour of Average 11 6 'Data Source:Trip Generation Manual,11th Ed Urban/Suburban Fields 1 Adjacent Street Traffic, I 16.43 66% 34% 17 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy 1 i;,,,{i,i i llii IJa.4 LW.LIIII.,i.„C I Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 488-Soccer Complex 100 100 1 1 66 34 ESTIMATED BASELINE SITE PERSON TRIPS: Person Trips by Vehicle Person Trips by Other Modes Total Baseline Site Person Trips 488-Soccer Complex 11 6 0 0 11 6 17 0 17 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 488-Soccer Complex Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 488-Soccer Complex Internal Person Trips From Entry I Exit I Total Total Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 488-Soccer Complex Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 - Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 11 6 17 Internal Vehicle Trip Capture 0% 0% 0% Generated By OTISS Pro v2.1 6 Lake Oswego Rassekh Park- ITE 488 3/14/2022 PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip% Pass-by Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 11 6 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip% Diverted Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 11 6 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION Land Use m01.".""'.0""" `muni"'4""'iiJ""`"'NiE't'm Extra Vehicle Trip Reduction% Extra Reduced Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 11 6 0.00% 0.00% 0 0 NEW VEHICLE TRIPS Land Use New Vehicle Trips Entry Exit Total 488-Soccer Complex 11 6 17 RESULTS Site Totals Entry Exit Total Vehicle Trips Before Reduction 11 6 17 Internal Vehicle Trips 0 0 0 External Vehicle Trips 11 6 17 Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trips 0 0 0 Diverted Vehicle Trips 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 11 6 17 PBS Engineering and Environmental Inc. 7 bhauvesh jaya Lake Oswego Rassekh Park- ITE 488 3/14/2022 5:22 PM Scenario-4 Scenario Name:Saturday Peak Hour of Generator User Group: Dev.phase:1 No.of Years to Project 0 Traffic: Analyst Note: Warning: VEHICLE TRIPS BEFORE REDUCTION Land Use&Data Source Location IV Size Time Period Method Entry Exit Total Rate/Equation Split% Split% 488-Soccer Complex General Fields 1 Saturday,Peak Hour of Average 18 19 37 'Data Source:Trip Generation Manual,11th Ed Urban/Suburban Generator I 37.48 48% 52% VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy 1 i;,,,{i,i i llii IJa.4 LW.LIIII.,i.„C I Entry(%) Exit(%) Entry Exit Entry(%) Exit(%) 488-Soccer Complex 100 100 1 1 48 52 ESTIMATED BASELINE SITE PERSON TRIPS: Person Trips by Vehicle Person Trips by Other Modes Total Baseline Site Person Trips 488-Soccer Complex 18 19 0 0 18 19 37 0 37 INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 488-Soccer Complex Cinema BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 488-Soccer Complex Internal Person Trips From Entry I Exit I Total Total Internal Person Trips 0 0 0 INTERNAL VEHICLE TRIPS AND CAPTURE: 488-Soccer Complex Total Internal Person Trips 0 0 0 Vehicle Mode Share 100% 100% - Vehicle Occupancy 1.00 1.00 - Total Vehicle Internal Trips 0 0 0 Total External Vehicle Trips 18 19 37 Internal Vehicle Trip Capture 0% 0% 0% Generated By OTISS Pro v2.1 8 Lake Oswego Rassekh Park- ITE 488 3/14/2022 PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip% Pass-by Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 18 19 0.00% 0.00% 0 0 DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip% Diverted Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 18 19 0.00% 0.00% 0 0 EXTRA VEHICLE TRIP REDUCTION Land Use m01."."01.0""""`•uni"14""'iiJ""`"'NiE't' Extra Vehicle Trip Reduction% Extra Reduced Vehicle Trips Entry Exit Entry(%) Exit(%) Entry Exit 488-Soccer Complex 18 19 0.00% 0.00% 0 0 NEW VEHICLE TRIPS Land Use New Vehicle Trips Entry Exit Total 488-Soccer Complex 18 19 37 RESULTS Site Totals Entry Exit Total Vehicle Trips Before Reduction 18 19 37 Internal Vehicle Trips 0 0 0 External Vehicle Trips 18 19 37 Internal Vehicle Trip Capture 0% 0% 0% Pass-by Vehicle Trips 0 0 0 Diverted Vehicle Trips 0 0 0 Extra Reduced Vehicle Trips 0 0 0 New Vehicle Trips 18 19 37 PBS Engineering and Environmental Inc. 9 Appendix C Level of Service Calculations MOVEMENT SUMMARY Site: 1 [2022 Existing AM (Site Folder: Stafford Road /Atherton Drive -- Rosemont Road)] Weekday AM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 5 60.0 6 60.0 0.527 10.4 LOS B 3.9 101.5 0.34 0.16 0.34 33.0 3 L2 17 2.0 20 2.0 0.527 8.7 LOS A 3.9 101.5 0.34 0.16 0.34 28.8 8 T1 411 5.0 478 5.0 0.527 8.8 LOS A 3.9 101.5 0.34 0.16 0.34 33.6 18 R2 120 4.0 140 4.0 0.527 8.8 LOS A 3.9 101.5 0.34 0.16 0.34 32.6 Approach 553 5.2 643 5.2 0.527 8.8 LOS A 3.9 101.5 0.34 0.16 0.34 33.2 East:Rosemont Road 1 L2 258 3.0 300 3.0 0.621 15.1 LOS C 5.7 146.3 0.79 0.99 1.34 29.5 6 T1 5 20.0 6 20.0 0.621 15.9 LOS C 5.7 146.3 0.79 0.99 1.34 23.9 16 R2 148 3.0 172 3.0 0.621 15.1 LOS C 5.7 146.3 0.79 0.99 1.34 28.5 Approach 411 3.2 478 3.2 0.621 15.1 LOS C 5.7 146.3 0.79 0.99 1.34 29.0 North:Stafford Road 7u U 1 2.0 1 2.0 0.403 8.3 LOS A 2.2 55.2 0.58 0.50 0.58 34.8 7 L2 42 2.0 49 2.0 0.403 8.3 LOS A 2.2 55.2 0.58 0.50 0.58 33.9 4 T1 282 2.0 328 2.0 0.403 8.3 LOS A 2.2 55.2 0.58 0.50 0.58 33.7 14 R2 4 2.0 5 2.0 0.403 8.3 LOS A 2.2 55.2 0.58 0.50 0.58 27.1 Approach 329 2.0 383 2.0 0.403 8.3 LOS A 2.2 55.2 0.58 0.50 0.58 33.6 West:Atherton Drive 5 L2 7 14.0 8 14.0 0.077 7.0 LOS A 0.3 7.5 0.59 0.55 0.59 28.2 2 T1 9 2.0 10 2.0 0.077 6.3 LOS A 0.3 7.5 0.59 0.55 0.59 28.2 12 R2 27 2.0 31 2.0 0.077 6.3 LOS A 0.3 7.5 0.59 0.55 0.59 27.5 Approach 43 4.0 50 4.0 0.077 6.4 LOS A 0.3 7.5 0.59 0.55 0.59 27.8 All Vehicles 1336 3.8 1553 3.8 0.621 10.6 LOS B 5.7 146.3 0.55 0.51 0.71 31.7 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:51:59 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBALSBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 131 7 79 5 3 7 130 402 17 14 253 241 Future Volume(veh/h) 131 7 79 5 3 7 130 402 17 14 253 241 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.95 0.96 0.95 0.99 0.98 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1856 1870 1870 1870 1856 1826 1870 1870 1870 1870 Adj Flow Rate,veh/h 177 9 107 7 4 9 176 543 23 19 342 326 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Percent Heavy Veh, % 2 2 3 2 2 2 3 5 2 2 2 2 Cap,veh/h 519 34 400 425 140 315 488 761 32 336 664 535 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.10 0.44 0.44 0.02 0.36 0.36 Sat Flow,veh/h 1331 118 1409 1227 492 1108 1767 1737 74 1781 1870 1506 Grp Volume(v),veh/h 177 0 116 7 0 13 176 0 566 19 342 326 Grp Sat Flow(s),veh/h/In1331 0 1527 1227 0 1601 1767 0 1811 1781 1870 1506 Q Serve(g_s),s 5.3 0.0 2.8 0.2 0.0 0.3 2.9 0.0 12.3 0.3 7.0 8.6 Cycle Q Clear(g_c),s 5.6 0.0 2.8 3.1 0.0 0.3 2.9 0.0 12.3 0.3 7.0 8.6 Prop In Lane 1.00 0.92 1.00 0.69 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 519 0 433 425 0 454 488 0 793 336 664 535 V/C Ratio(X) 0.34 0.00 0.27 0.02 0.00 0.03 0.36 0.00 0.71 0.06 0.51 0.61 Avail Cap(c_a),veh/h 805 0 761 688 0 797 1079 0 1484 450 873 703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.01.00 1.00 1.00 Uniform Delay(d),s/veh 14.5 0.0 13.4 14.6 0.0 12.5 8.6 0.0 11.1 8.8 12.3 12.8 Incr Delay(d2),s/veh 0.3 0.0 0.2 0.0 0.0 0.0 0.3 0.0 0.1 0.5 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Iril.5 0.0 0.9 0.1 0.0 0.1 0.1 2.3 2.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 14.8 0.0 13.6 14.6 0.0 12.5 8.9 0.0 12.0 8.8 12.7 13.6 LnGrp LOS B A B B A B A A B A BB Approach Vol,veh/h 293 20 742 687 Approach Delay,s/veh 14.3 13.2 11.2 13.0 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s4.9 25.6 17.7 8.9 21.6 17.7 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 39.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+112,3; 14.3 7.6 4.9 10.6 5.1 Green Ext Time(p_c),s 0.0 6.4 1.2 0.5 4.3 0.0 Intersection Summary HCM 6th Ctrl Delay 12.5 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2022 Existing Conditions Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations vir r' Traffic Vol,veh/h 72 22 511 40 12 441 Future Vol,veh/h 72 22 511 40 12 441 Conflicting Peds,#/hr 2 2 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 81 81 81 81 81 81 Heavy Vehicles,% 2 2 5 5 8 2 Mvmt Flow 89 27 631 49 15 544 Major/Minor Minor1 Major1 Conflicting Flow All 1207 633 0 0 680 0 Stage 1 631 - - - - - Stage 2 576 - - - - - Critical Hdwy 6.42 6.22 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.272 - Pot Cap-1 Maneuver 203 480 - - 885 - Stage 1 530 - - - - - Stage 2 562 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 198 479 - - 885 - Mov Cap-2 Maneuver 198 - - - - - Stage 1 530 - - - - - Stage 2 547 - - - - - Approach WB NIB SB HCM Control Delay,s 35.6 0 0.2 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 230 885 - HCM Lane V/C Ratio - - 0.505 0.017 - HCM Control Delay(s) - - 35.6 9.1 0 HCM Lane LOS - - E A A HCM 95th%tile Q(veh) - - 2.6 0.1 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2022 Existing Conditions Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 44 38 496 406 7 Future Vol,veh/h 10 44 38 496 406 7 Conflicting Peds,#/hr 0 0 7 0 0 7 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles,% 2 2 13 4 2 2 Mvmt Flow 12 53 46 598 489 8 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1186 496 504 0 - 0 Stage 1 496 - - - - - Stage 2 690 - - - - - Critical Hdwy 6.42 6.22 4.23 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.317 - - - Pot Cap-1 Maneuver 208 574 1006 - - - Stage 1 612 - - - - - Stage 2 498 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 191 570 999 - - - Mov Cap-2 Maneuver 191 - - - - - Stage 1 565 - - - - - Stage 2 495 - - - - - Approach EB NIB SB HCM Control Delay,s 15.2 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 999 - 417 - - HCM Lane V/C Ratio 0.046 - 0.156 - - HCM Control Delay(s) 8.8 0 15.2 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0.1 - 0.5 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2022 Existing Conditions Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB Lane Configurations 4 r Traffic Volume(veh/h) 257 0 56 0 1 0 59 473 1 3521 277 Future Volume(veh/h) 257 0 56 0 1 0 59 473 1 1 352 277 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1856 1870 1870 1870 1870 1870 1870 1826 1870 1870 1870 1841 Adj Flow Rate,veh/h 276 0 60 0 1 0 63 509 1 1 378 298 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 2 2 2 2 2 2 5 2 2 2 4 Cap,veh/h 349 0 311 0 3 0 94 991 2 3 477 376 Arrive On Green 0.20 0.00 0.20 0.00 0.00 0.00 0.05 0.54 0.54 0.00 0.49 0.49 Sat Flow,veh/h 1781 0 1585 0 1870 0 1781 1822 4 1781 968 764 Grp Volume(v),veh/h 276 0 60 0 1 0 63 0 510 1 0 676 Grp Sat Flow(s),veh/h/In 1781 0 1585 0 1870 0 1781 0 1825 1781 0 1732 Q Serve(g_s),s 9.4 0.0 2.0 0.0 0.0 0.0 2.2 0.0 11.3 0.0 0.0 20.8 Cycle Q Clear(g_c),s 9.4 0.0 2.0 0.0 0.0 0.0 2.2 0.0 11.3 0.0 0.0 20.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.44 Lane Grp Cap(c),veh/h 349 0 311 0 3 0 94 0 993 3 0 854 V/C Ratio(X) 0.79 0.00 0.19 0.00 0.34 0.00 0.67 0.00 0.51 0.36 0.00 0.79 Avail Cap(c_a),veh/h 639 0 569 0 117 0 250 0 1068 250 0 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 24.5 0.0 21.5 0.0 32.0 0.0 29.8 0.0 9.2 32.0 0.0 13.5 Incr Delay(d2),s/veh 3.0 0.0 0.2 0.0 37.6 0.0 5.0 0.0 0.9 41.9 0.0 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.0 0.0 0.7 0.0 0.0 0.0 1.0 0.0 3.8 0.0 0.0 7.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.5 0.0 21.8 0.0 69.6 0.0 34.9 0.0 10.2 73.9 0.0 17.9 LnGrp LOS C A C A E A C A B E A B Approach Vol,veh/h 336 1 573 677 Approach Delay,s/veh 26.5 69.6 12.9 18.0 Approach LOS C E B B Timer-Assigned Phs 1 2 4 5 6 Phs Duration(G+Y+Rc),s 7.4 36.1 4.1 4.1 39.4 16.6 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 4.2 22.8 2.0 2.0 13.3 11.4 Green Ext Time(p_c),s 0.0 8,8 0.0 0.0 9.9 1.1 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2022 Existing Conditions Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Intersection Intersection Delay,s/veh14.4 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 7 217 38 12 186 65 25 13 8 105 12 3 Future Vol,veh/h 7 217 38 12 186 65 25 13 8 105 12 3 Peak Hour Factor 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 Heavy Vehicles,% 2 2 3 2 3 3 4 2 2 2 8 2 Mvmt Flow 11 329 58 18 282 98 38 20 12 159 18 5 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB NB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 15.3 15.1 10.5 12.3 HCM LOS Lane I NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 54% 3% 5% 88% Vol Thru,% 28% 83% 71% 10% Vol Right, % 17% 15% 25% 3% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 46 262 263 120 LT Vol 25 7 12 105 Through Vol 13 217 186 12 RT Vol 8 38 65 3 Lane Flow Rate 70 397 398 182 Geometry Grp 1 1 1 1 Degree of Util(X) 0.125 0.579 0.575 0.317 Departure Headway(Hd) 6.451 5.251 5.197 6.271 Convergence,Y/N Yes Yes Yes Yes Cap 552 687 693 571 Service Time 4.531 3.302 3.248 4.337 HCM Lane V/C Ratio 0.127 0.578 0.574 0.319 HCM Control Delay 10.5 15.3 15.1 12.3 HCM Lane LOS BCC B HCM 95th-tile Q 0.4 3.7 3.7 1.4 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2022 Existing Conditions Page 6 MOVEMENT SUMMARY Site: 1 [2022 Existing PM (Site Folder: Stafford Road /Atherton Drive -- Rosemont Road)] Weekday PM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 4 50.0 4 50.0 0.690 15.1 LOS C 9.6 245.3 0.71 0.64 0.92 31.1 3 L2 12 2.0 13 2.0 0.690 13.6 LOS B 9.6 245.3 0.71 0.64 0.92 27.1 8 T1 293 2.0 329 2.0 0.690 13.6 LOS B 9.6 245.3 0.71 0.64 0.92 31.4 18 R2 369 2.0 415 2.0 0.690 13.6 LOS B 9.6 245.3 0.71 0.64 0.92 30.5 Approach 678 2.3 762 2.3 0.690 13.6 LOS B 9.6 245.3 0.71 0.64 0.92 30.8 East:Rosemont Road 1 L2 198 3.0 222 3.0 0.362 7.9 LOS A 1.9 47.3 0.57 0.49 0.57 32.4 6 T1 2 2.0 2 2.0 0.362 7.8 LOS A 1.9 47.3 0.57 0.49 0.57 25.8 16 R2 100 2.0 112 2.0 0.362 7.8 LOS A 1.9 47.3 0.57 0.49 0.57 31.3 Approach 300 2.7 337 2.7 0.362 7.9 LOS A 1.9 47.3 0.57 0.49 0.57 32.0 North:Stafford Road 7u U 1 2.0 1 2.0 0.593 11.3 LOS B 5.7 144.0 0.66 0.59 0.80 32.9 7 L2 149 2.0 167 2.0 0.593 11.3 LOS B 5.7 144.0 0.66 0.59 0.80 32.1 4 T1 397 2.0 446 2.0 0.593 11.3 LOS B 5.7 144.0 0.66 0.59 0.80 31.9 14 R2 4 2.0 4 2.0 0.593 11.3 LOS B 5.7 144.0 0.66 0.59 0.80 26.0 Approach 551 2.0 619 2.0 0.593 11.3 LOS B 5.7 144.0 0.66 0.59 0.80 31.9 West:Atherton Drive 5 L2 2 2.0 2 2.0 0.070 7.3 LOS A 0.3 6.6 0.63 0.62 0.63 28.4 2 T1 19 2.0 21 2.0 0.070 7.3 LOS A 0.3 6.6 0.63 0.62 0.63 28.1 12 R2 14 2.0 16 2.0 0.070 7.3 LOS A 0.3 6.6 0.63 0.62 0.63 27.5 Approach 35 2.0 39 2.0 0.070 7.3 LOS A 0.3 6.6 0.63 0.62 0.63 27.9 All Vehicles 1564 2.2 1757 2.2 0.690 11.5 LOS B 9.6 245.3 0.66 0.59 0.81 31.3 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:53:16 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBIM EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 97 30 124 22 20 39 63 295 18 58 404 68 Future Volume(veh/h) 97 30 124 22 20 39 63 295 18 58 404 68 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.94 0.99 0.96 0.98 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1841 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 101 31 129 23 21 41 66 307 19 60 421 71 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 504 89 370 422 160 313 419 651 40 491 695 568 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.37 0.36 0.05 0.37 0.37 Sat Flow,veh/h 1255 302 1255 1179 544 1061 1781 1739 108 1781 1870 1530 Grp Volume(v),veh/h 101 0 160 23 0 62 66 0 326 60 421 71 Grp Sat Flow(s),veh/h/1n1255 0 1557 1179 0 1605 1781 0 1846 1781 1870 1530 Q Serve(g_s),s 2.7 0.0 3.4 0.7 0.0 1.2 1.0 0.0 5.7 0.9 7.7 1.3 Cycle Q Clear(g_c),s 3.9 0.0 3.4 L.1 0.0 1.2 1.0 0.0 5.7 0.9 7.7 1.3 Prop In Lane 1.00 0.81 1.00 0.66 1.00 0.06 1.00 1.00 Lane Grp Cap(c),veh/h 504 0 459 MOM 0 473 419 0 692 491 695 568 V/C Ratio(X) 0.20 0.00 0.35 0.05 0.00 0.13 0.16 0.00 0.47 0.12 0.61 0.12 Avail Cap(c_a),veh/h 843 0 880 741 0 907 1209 0 2175 574 1454 1189 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 12.4 0.0 11.8 13.4 0.0 11.0 8.4 0.0 10.1 8.0 10.8 8.8 Incr Delay(d2),s/veh 0.1 0.0 0.3 0.0 0.0 0.1 0.1 0.0 0.4 0.1 0.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.7 0.0 1.1 0.2 0.0 0.4 0.3 0.0 1.7 0.2 2.3 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 12.6 0.0 12.1 13.4 0.0 11.1 8.5 0.0 10.5 8.1 11.5 8.9 LnGrp LOS B A B B A B A A B A B A Approach Vol,veh/h 261 85 392 552 Approach Delay,s/veh 12.3 11.7 10.1 10.8 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s6.0 19.9 16.5 6.2 19.8 16.5 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 49.5 24.0 21.0 32.5 24.0 Max Q Clear Time(g_c+114,9; 7.7 5.9 3.0 9.7 6.1 Green Ext Time(p_c),s 0.0 3.6 1.1 0.1 4.7 0.3 Intersection Summary - HCM 6th Ctrl Delay 10.9 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2022 Existing Conditions Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations vir r' Traffic Vol,veh/h 52 13 393 45 22 482 Future Vol,veh/h 52 13 393 45 22 482 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 4 2 2 2 5 2 Mvmt Flow 53 13 401 46 22 492 Major/Minor Minorl Majorl Man: Conflicting Flow All 937 401 0 0 447 0 Stage 1 401 - - - - - Stage 2 536 - - - - - Critical Hdwy 6.44 6.22 - - 4.15 - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.318 - - 2.245 - Pot Cap-1 Maneuver 291 649 - - 1098 - Stage 1 672 - - - - - Stage 2 583 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 283 649 - - 1098 - Mov Cap-2 Maneuver 283 - - - - - Stage 1 672 - - - - - Stage 2 567 - - - - - Approach WB SB HCM Control Delay,s 19.2 0 0.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 319 1098 - HCM Lane V/C Ratio - - 0.208 0.02 - HCM Control Delay(s) - - 19.2 8.3 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.8 0.1 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2022 Existing Conditions Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 8 32 29 380 467 17 Future Vol,veh/h 8 32 29 380 467 17 Conflicting Peds,#/hr 0 0 6 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 2 6 2 2 2 2 Mvmt Flow 8 33 30 388 477 17 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 931 483 500 0 - 0 Stage 1 483 - - - - - Stage 2 448 - - - - - Critical Hdwy 6.42 6.26 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.354 2.218 - - - Pot Cap-1 Maneuver 296 575 1064 - - - Stage 1 620 - - - - - Stage 2 644 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 282 572 1058 - - - Mov Cap-2 Maneuver 282 - - - - - Stage 1 594 - - - - - Stage 2 640 - - - - - Approach EB NIB SB HCM Control Delay,s 13.3 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1058 - 474 - - HCM Lane V/C Ratio 0.028 - 0.086 - - HCM Control Delay(s) 8.5 0 13.3 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2022 Existing Conditions Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB Lane Configurations 4 r Traffic Volume(veh/h) 260 0 54 6 3 10 42 355 5 445 I 196 Future Volume(veh/h) 260 0 54 6 3 10 42 355 5 8 445 196 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.97 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1811 1870 1411 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 268 0 56 6 3 10 43 366 5 8 459 202 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 6 2 33 2 2 2 2 2 2 2 Cap,veh/h 346 0 297 7 4 12 75 965 13 18 592 260 Arrive On Green 0.19 0.00 0.19 0.02 0.02 0.02 0.04 0.52 0.52 0.01 0.49 0.49 Sat Flow,veh/h 1781 0 1527 398 199 663 1781 1840 25 1781 1220 537 Grp Volume(v),veh/h 268 0 56 19 0 0 43 0 371 8 0 661 Grp Sat Flow(s),veh/h/In 1781 0 1527 1259 0 0 1781 0 1865 1781 0 1757 Q Serve(g_s),s 9.0 0.0 1.9 1.0 0.0 0.0 1.5 0.0 7.5 0.3 0.0 19.6 Cycle Q Clear(g_c),s 9.0 0.0 1.9 1.0 0.0 0.0 1.5 0.0 7.5 0.3 0.0 19.6 Prop In Lane 1.00 1.00 0.32 0.53 1.00 0.01 1.00 0.31 Lane Grp Cap(c),veh/h 346 0 297 23 0 0 75 0 978 18 0 852 V/C Ratio(X) 0.77 0.00 0.19 0.84 0.00 0.00 0.58 0.00 0.38 0.43 0.00 0.78 Avail Cap(c_a),veh/h 648 0 555 80 0 0 253 0 1120 253 0 1055 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 24.2 0.0 21.3 31.0 0.0 0.0 29.8 0.0 8.9 31.1 0.0 13.4 Incr Delay(d2),s/veh 2.8 0.0 0.2 36.7 0.0 0.0 4.2 0.0 0.5 9.5 0.0 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.8 0.0 0.7 0.5 0.0 0.0 0.7 0.0 2.6 0.2 0.0 7.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.0 0.0 21.5 67.7 0.0 0.0 34.0 0.0 9.5 40.6 0.0 17.2 LnGrp LOS C A C E A A C A A D A B Approach Vol,veh/h 324 19 414 669 Approach Delay,s/veh 26.0 67.7 12.0 17.5 Approach LOS C E B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 6.7 35.2 5.1 4.7 37.2 16.3 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 3.5 21.6 3.0 2.3 9.5 11.0 Green Ext Time(p_c),s 0.0 9.0 0.0 0.0 7.4 1.1 Intersection Summary HCM 6th Ctrl Delay 18.5 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2022 Existing Conditions Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Intersection Intersection Delay,s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 3 204 19 7 124 30 12 5 5 28 9 4 Future Vol,veh/h 3 204 19 7 124 30 12 5 5 28 9 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles,% 2 2 11 2 2 3 2 20 2 4 2 2 Mvmt Flow 3 224 21 8 136 33 13 5 5 31 10 4 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB NB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9 8.4 8.1 8.4 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 55% 1% 4% 68% Vol Thru,% 23% 90°/0 77% 22% Vol Right, % 23% 8% 19% 10% Sign Control Stop Stop 'top Stop Traffic Vol by Lane 22 226 161 41 LT Vol 12 3 7 28 Through Vol 5 204 124 9 RT Vol 5 19 130 4 Lane Flow Rate 24 248 177 45 Geometry Grp 1 1 1 1 Degree of Util(X) 0.033 0.293 0.209 0.063 Departure Headway(Hd) 4.891 4.241 4.258 5 Convergence,Y/N Yes Yes Yes Yes Cap 732 849 846 717 Service Time 2.918 2.256 2.274 3.026 HCM Lane V/C Ratio 0.033 0.209 0.063 HCM Control Delay 8.1 9 8.4 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 1.2 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2022 Existing Conditions Page 6 MOVEMENT SUMMARY Site: 1 [2022 Existing SAT (Site Folder: Stafford Road /Atherton Drive -- Rosemont Road)] Saturday Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec v- ft mph South:Stafford Road 3u U 30 2.0 31 2.0 0.447 7.5 LOS A 3.0 77.0 0.34 0.18 0.34 35.2 3 L2 27 2.0 28 2.0 0.447 7.5 LOS A 3.0 77.0 0.34 0.18 0.34 29.1 8 T1 305 2.0 318 2.0 0.447 7.5 LOS A 3.0 77.0 0.34 0.18 0.34 34.0 18 R2 169 2.0 176 2.0 0.447 7.5 LOS A 3.0 77.0 0.34 0.18 0.34 32.9 Approach 531 2.0 553 2.0 0.447 7.5 LOS A 3.0 77.0 0.34 0.18 0.34 33.5 East:Rosemont Road 1 L2 186 2.0 194 2.0 0.340 7.7 LOS A 1.7 43.0 0.58 0.51 0.58 32.6 6 T1 2 2.0 2 2.0 0.340 7.7 LOS A 1.7 43.0 0.58 0.51 0.58 25.8 16 R2 108 2.0 113 2.0 0.340 7.7 LOS A 1.7 43.0 0.58 0.51 0.58 31.4 Approach 296 2.0 308 2.0 0.340 7.7 LOS A 1.7 43.0 0.58 0.51 0.58 32.1 North:Stafford Road 7 L2 71 2.0 74 2.0 0.462 8.7 LOS A 2.8 71.1 0.56 0.44 0.56 33.6 4 T1 389 2.0 405 2.0 0.462 8.7 LOS A 2.8 71.1 0.56 0.44 0.56 33.4 14 R2 0 2.0 0 2.0 0.462 8.7 LOS A 2.8 71.1 0.56 0.44 0.56 26.9 Approach 460 2.0 479 2.0 0.462 8.7 LOS A 2.8 71.1 0.56 0.44 0.56 33.4 West:Atherton Drive 5 L2 6 2.0 6 2.0 0.043 6.0 LOS A 0.2 4.1 0.59 0.52 0.59 28.4 2 T1 6 2.0 6 2.0 0.043 6.0 LOS A 0.2 4.1 0.59 0.52 0.59 28.2 12 R2 15 2.0 16 2.0 0.043 6.0 LOS A 0.2 4.1 0.59 0.52 0.59 27.6 Approach 27 2.0 28 2.0 0.043 6.0 LOS A 0.2 4.1 0.59 0.52 0.59 27.9 All Vehicles 1314 2.0 1369 2.0 0.462 7.9 LOS A 3.0 77.0 0.48 0.35 0.48 33.0 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:53:33 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 66 15 90 54 19 48 84 307 53 38 332 73 Future Volume(veh/h) 66 15 90 54 19 48 84 307 53 38 332 73 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.92 0.96 0.92 0.99 0.95 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 75 17 102 61 22 55 95 349 60 43 377 83 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 493 62 375 453 129 323 452 570 98 420 642 514 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.06 0.37 0.37 0.04 0.34 0.34 Sat Flow,veh/h 1257 215 1291 1216 445 1112 1781 1541 265 1781 1870 1499 Grp Volume(v),veh/h 75 0 119 61 0 77 95 0 409 43 377 83 Grp Sat Flow(s),veh/h/1n1257 0 1506 1216 0 1557 1781 0 1806 1781 1870 1499 Q Serve(g_s),s 2.0 0.0 2.5 1.7 0.0 1.5 1.4 0.0 7.6 0.6 6.9 1.6 Cycle Q Clear(g_c),s 3.5 0.0 2.5 14.2 0.0 1.5 1.4 0.0 7.6 0.6 6.9 1.6 Prop In Lane 1.00 0.86 1.00 0.71 1.00 0.15 1.00 1.00 Lane Grp Cap(c),veh/h 493 0 437 NM= 0 452 452 0 667 420 642 514 V/C Ratio(X) 0.15 0.00 0.27 0.13 0.00 0.17 0.21 0.00 0.61 0.10 0.59 0.16 Avail Cap(c_a),veh/h 857 0 874 806 0 903 1241 0 1680 568 1017 815 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 12.3 0.0 11.3 12.9 0.0 11.0 8.3 0.0 10.6 8.2 11.2 9.4 Incr Delay(d2),s/veh 0.1 0.0 0.2 0.1 0.0 0.1 0.2 0.0 0.7 0.1 0.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.5 0.0 0.7 0.4 0.0 0.5 0.4 0.0 2.2 0.2 2.1 0.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 12.4 0.0 11.6 13.0 0.0 11.1 8.5 0.0 11.3 8.3 11.8 9.6 LnGrp LOS B ABB AB A AB AB A Approach Vol,veh/h 194 138 504 503 Approach Delay,s/veh 11.9 11.9 10.8 11.1 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s5.6 19.8 16.0 6.7 18.7 16.0 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax d 38.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+112,6; 9.6 5.5 3.4 8.9 6.2 Green Ext Time(p_c),s 0.0 4.5 0.8 0.2 3.4 0.5 Intersection Summary HCM 6th Ctrl Delay 11.2 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2022 Existing Conditions Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 0.8 Movement WBL WBMVBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 26 11 415 23 13 407 Future Vol,veh/h 26 11 415 23 13 407 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 9 5 4 8 3 Mvmt Flow 28 12 446 25 14 438 Major/Minor Minor1 Major1 Conflicting Flow All 912 446 0 0 471 0 Stage 1 446 - - - - - Stage 2 466 - - - - - Critical Hdwy 6.42 6.29 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.381 - - 2.272 - Pot Cap-1 Maneuver 304 598 - - 1060 - Stage 1 645 - - - - - Stage 2 632 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 299 598 - - 1060 - Mov Cap-2 Maneuver 299 - - - - - Stage 1 645 - - - - - Stage 2 621 - - - - - Approach WB 11. 111.11 SB HCM Control Delay,s 16.6 0 0.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 351 1060 - HCM Lane V/C Ratio - - 0.113 0.013 - HCM Control Delay(s) - - 16.6 8.4 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.4 0 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2022 Existing Conditions Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 28 17 400 400 13 Future Vol,veh/h 10 28 17 400 400 13 Conflicting Peds,#/hr 0 0 13 0 0 13 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 2 4 6 2 2 2 Mvmt Flow 11 30 18 426 426 14 Major/Minor Minor2 Major1 Conflicting Flow All 901 439 453 0 - 0 Stage 1 439 - - - - - Stage 2 462 - - - - - Critical Hdwy 6.42 6.24 4.16 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.336 2.254 - - - Pot Cap-1 Maneuver 309 614 1087 - - - Stage 1 650 - - - - - Stage 2 634 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 295 606 1074 - - - Mov Cap-2 Maneuver 295 - - - - - Stage 1 628 - - - - - Stage 2 626 - - - - - Approach EB NIB SB HCM Control Delay,s 13.3 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1074 - 474 - - HCM Lane V/C Ratio 0.017 - 0.085 - - HCM Control Delay(s) 8.4 0 13.3 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2022 Existing Conditions Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR BL Lane Configurations 4 r Traffic Volume(veh/h) 179 2 48 3 1 7 37 377 4 il= 3821 171 Future Volume(veh/h) 179 2 48 3 1 7 37 377 4 4 382 171 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 1.00 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1856 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 190 2 51 3 1 7 39 401 4 4 406 182 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 3 2 2 2 2 2 Cap,veh/h 294 3 253 5 2 12 74 897 9 10 543 244 Arrive On Green 0.17 0.17 0.17 0.01 0.01 0.01 0.04 0.49 0.49 0.01 0.45 0.45 Sat Flow,veh/h 1764 19 1518 441 147 1028 1767 1849 18 1781 1211 543 Grp Volume(v),veh/h 192 0 51 11 0 0 39 0 405 4 0 588 Grp Sat Flow(s),veh/h/In 1782 0 1518 1616 0 0 1767 0 1867 1781 0 1754 Q Serve(g_s),s 5.0 0.0 1.4 0.3 0.0 0.0 1.1 0.0 7.1 0.1 0.0 13.8 Cycle Q Clear(g_c),s 5.0 0.0 1.4 0.3 0.0 0.0 1.1 0.0 7.1 0.1 0.0 13.8 Prop In Lane 0.99 1.00 0.27 0.64 1.00 0.01 1.00 0.31 Lane Grp Cap(c),veh/h 297 0 253 18 0 0 74 0 906 10 0 787 V/C Ratio(X) 0.65 0.00 0.20 0.60 0.00 0.00 0.53 0.00 0.45 0.42 0.00 0.75 Avail Cap(c_a),veh/h 824 0 702 130 0 0 320 0 1032 322 0 987 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 19.4 0.0 17.9 24.5 0.0 0.0 23.4 0.0 8.4 24.7 0.0 11.4 Incr Delay(d2),s/veh 1.8 0.0 0.3 17.7 0.0 0.0 3.5 0.0 0.8 16.5 0.0 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 0.0 0.5 0.2 0.0 0.0 0.5 0.0 2.3 0.1 0.0 4.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 21.1 0.0 18.2 42.2 0.0 0.0 26.9 0.0 9.2 41.2 0.0 14.6 LnGrp LOS C A B D A A C A A D A B Approach Vol,veh/h 243 11 444 592 Approach Delay,s/veh 20.5 42.2 10.8 14.8 Approach LOS C D B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 6.1 26.8 4.6 4.3 28.6 12.3 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *28 4.0 9.0 27.5 23.0 Max Q Clear Time(g_c+I1),s 3.1 15.8 2.3 2.1 9.1 7.0 Green Ext Time(p_c),s 0.0 6.4 0.0 0.0 6.5 0.9 Intersection Summary HCM 6th Ctrl Delay 14.7 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2022 Existing Conditions Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Int Intersection Delay,slveh 8.5 Intersection LOS A Movement L EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,vehlh 5 131 19 11 96 23 15 6 5 28 5 2 Future Vol,vehlh 5 131 19 11 96 23 15 6 5 28 5 2 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 179 26 15 132 32 21 8 7 38 7 3 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 8.7 8.4 8.1 8.3 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 58% 3% 8% 80% Vol Thru,% 23% 85% 74% 14% Vol Right, % 19% 12% 18% 6% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 26 155 130 35 LT Vol 15 5 11 28 Through Vol 6 131 96 5 RT Vol 5 19 23 2 Lane Flow Rate 36 212 178 48 Geometry Grp 1 1 1 1 Degree of Util(X) 0.048 0.251 0.211 0.066 Departure Headway(Hd) 4.849 4.259 4.272 4.958 Convergence,Y/N Yes Yes Yes Yes Cap 739 845 842 723 Service Time 2.875 2.275 2.288 2.982 HCM Lane V/C Ratio 0.049 0.251 0.211 0.066 HCM Control Delay 8.1 8.7 8.4 8.3 HCM Lane LOS A A A A HCM 95th-tile Q 0.2 1 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2022 Existing Conditions Page 6 MOVEMENT SUMMARY V Site: 1 [2024 Without Project AM (Site Folder: Stafford Road / Atherton Drive -- Rosemont Road)] Weekday AM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 5 60.0 6 60.0 0.537 10.6 LOS B 4.0 105.0 0.35 0.17 0.35 32.9 3 L2 17 2.0 20 2.0 0.537 8.9 LOS A 4.0 105.0 0.35 0.17 0.35 28.7 8 T1 419 5.0 487 5.0 0.537 9.0 LOS A 4.0 105.0 0.35 0.17 0.35 33.5 18 R2 122 4.0 142 4.0 0.537 9.0 LOS A 4.0 105.0 0.35 0.17 0.35 32.5 Approach 563 5.2 655 5.2 0.537 9.0 LOS A 4.0 105.0 0.35 0.17 0.35 33.1 East:Rosemont Road 1 L2 263 3.0 306 3.0 0.640 15.9 LOS C 6.1 156.2 0.81 1.02 1.40 29.2 6 T1 5 20.0 6 20.0 0.640 16.7 LOS C 6.1 156.2 0.81 1.02 1.40 23.7 16 R2 151 3.0 176 3.0 0.640 15.9 LOS C 6.1 156.2 0.81 1.02 1.40 28.3 Approach 419 3.2 487 3.2 0.640 15.9 LOS C 6.1 156.2 0.81 1.02 1.40 28.8 North:Stafford Road 7u U 1 2.0 1 2.0 0.414 8.5 LOS A 2.2 57.1 0.59 0.52 0.59 34.7 7 L2 43 2.0 50 2.0 0.414 8.5 LOS A 2.2 57.1 0.59 0.52 0.59 33.8 4 T1 288 2.0 335 2.0 0.414 8.5 LOS A 2.2 57.1 0.59 0.52 0.59 33.6 14 R2 4 2.0 5 2.0 0.414 8.5 LOS A 2.2 57.1 0.59 0.52 0.59 27.0 Approach 336 2.0 391 2.0 0.414 8.5 LOS A 2.2 57.1 0.59 0.52 0.59 33.5 West:Atherton Drive 5 L2 7 14.0 8 14.0 0.080 7.1 LOS A 0.3 7.7 0.60 0.56 0.60 28.1 2 T1 9 2.0 10 2.0 0.080 6.4 LOS A 0.3 7.7 0.60 0.56 0.60 28.2 12 R2 28 2.0 33 2.0 0.080 6.4 LOS A 0.3 7.7 0.60 0.56 0.60 27.5 Approach 44 3.9 51 3.9 0.080 6.5 LOS A 0.3 7.7 0.60 0.56 0.60 27.7 All Vehicles 1362 3.7 1584 3.7 0.640 10.9 LOS B 6.1 156.2 0.56 0.53 0.74 31.5 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:52:01 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/15/2022 t P # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 '9 '9 '9 + Traffic Volume(veh/h) 134 7 81 5 3 7 133 410 17 14 258 246 Future Volume(veh/h) 134 7 81 5 3 7 133 410 17 14 258 246 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.95 0.96 0.95 0.99 0.98 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1856 1870 1870 1870 1856 1826 1870 1870 1870 1870 Adj Flow Rate,veh/h 181 9 109 7 4 9 180 554 23 19 349 332 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Percent Heavy Veh, % 2 2 3 2 2 2 3 5 2 2 2 2 Cap,veh/h 518 33 401 422 140 315 486 768 32 330 668 538 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.10 0.44 0.44 0.02 0.36 0.36 Sat Flow,veh/h 1332 116 1411 1225 493 1108 1767 1739 72 1781 1870 1506 Grp Volume(v),veh/h 181 0 118 7 0 13 180 0 577 19 349 332 Grp Sat Flow(s),veh/h/1n1332 0 1527 1225 0 1601 1767 0 1811 1781 1870 1506 Q Serve(g_s),s 5.6 0.0 2.9 0.2 0.0 0.3 3.0 0.0 12.8 0.3 7.2 8.9 Cycle Q Clear(g_c),s 5.8 0.0 2.9 3.2 0.0 0.3 3.0 0.0 12.8 0.3 7.2 8.9 Prop In Lane 1.00 0.92 1.00 0.69 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 518 0 434 422 0 455 486 0 800 330 668 538 V/C Ratio(X) 0.35 0.00 0.27 0.02 0.00 0.03 0.37 0.00 0.72 0.06 0.52 0.62 Avail Cap(c_a),veh/h 792 0 749 674 0 785 1062 0 1461 443 860 692 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 14.7 0.0 13.6 14.8 0.0 12.6 8.6 0.0 11.2 8.9 12.4 13.0 Incr Delay(d2),s/veh 0.3 0.0 0.2 0.0 0.0 0.0 0.3 0.0 0.9 0.1 0.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Iril.5 0.0 0.9 0.1 0.0 0.1 0.8 0.0 3.8 0.1 2.4 2.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 15.0 0.0 13.8 14.8 0.0 12.7 9.0 0.0 12.1 9.0 12.9 13.8 LnGrp LOS B A B B A B A A B ABB Approach Vol,veh/h 299 20 757 700 Approach Delay,s/veh 14.6 13.4 11.4 13.2 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s4.9 26.1 17.9 9.0 22.0 17.9 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 39.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+114,1 14.8 7.8 5.0 10.9 5.2 Green Ext Time(p_c),s 0.0 6.5 1.2 0.5 4.3 0.0 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 Without Project Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/15/2022 Intersection Int Delay,s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 73 22 521 41 12 450 Future Vol,veh/h 73 22 521 41 12 450 Conflicting Peds,#/hr 2 2 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 81 81 81 81 81 81 Heavy Vehicles,% 2 2 5 5 8 2 Mvmt Flow 90 27 643 51 15 556 Major/Minor Minor1 Major1 Conflicting Flow All 1231 645 0 0 694 0 Stage 1 643 - - - - - Stage 2 588 - - - - - Critical Hdwy 6.42 6.22 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.272 - Pot Cap-1 Maneuver 196 472 - - 874 - Stage 1 523 - - - - - Stage 2 555 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 191 471 - - 874 - Mov Cap-2 Maneuver 191 - - - - - Stage 1 523 - - - - - Stage 2 540 - - - - - Approach WB NIB SB HCM Control Delay,s 38.3 0 0.2 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 221 874 - HCM Lane V/C Ratio - - 0.531 0.017 - HCM Control Delay(s) - - 38.3 9.2 0 HCM Lane LOS - - E A A HCM 95th%tile Q(veh) - - 2.8 0.1 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 Without Project Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/15/2022 Intersection Int Delay,s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 45 39 506 414 7 Future Vol,veh/h 10 45 39 506 414 7 Conflicting Peds,#/hr 0 0 7 0 0 7 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles,% 2 2 13 4 2 2 Mvmt Flow 12 54 47 610 499 8 Major/Minor Minor2 Major1 Conflicting Flow All 1210 506 514 0 - 0 Stage 1 506 - - - - - Stage 2 704 - - - - - Critical Hdwy 6.42 6.22 4.23 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.317 - - - Pot Cap-1 Maneuver 202 566 998 - - - Stage 1 606 - - - - - Stage 2 490 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 185 562 991 - - - Mov Cap-2 Maneuver 185 - - - - - Stage 1 559 - - - - - Stage 2 487 - - - - - Approach EB NIB SB HCM Control Delay,s 15.5 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 991 - 410 - - HCM Lane V/C Ratio 0.047 - 0.162 - - HCM Control Delay(s) 8.8 0 15.5 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0.1 - 0.6 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 Without Project Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/15/2022 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB Lane Configurations 4 r Traffic Volume(veh/h) 262 0 57 0 1 0 60 483 1 359' Future Volume(veh/h) 262 0 57 0 1 0 60 483 1 1 359 283 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1856 1870 1870 1870 1870 1870 1870 1826 1870 1870 1870 1841 Adj Flow Rate,veh/h 282 0 61 0 1 0 65 519 1 1 386 304 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 2 2 2 2 2 2 5 2 2 2 4 Cap,veh/h 354 0 315 0 3 0 94 996 2 3 480 378 Arrive On Green 0.20 0.00 0.20 0.00 0.00 0.00 0.05 0.55 0.55 0.00 0.49 0.49 Sat Flow,veh/h 1781 0 1585 0 1870 0 1781 1822 4 1781 969 763 Grp Volume(v),veh/h 282 0 61 0 1 0 65 0 520 1 0 690 Grp Sat Flow(s),veh/h/In 1781 0 1585 0 1870 0 1781 0 1825 1781 0 1732 Q Serve(g_s),s 9.9 0.0 2.1 0.0 0.0 0.0 2.3 0.0 11.8 0.0 0.0 21.9 Cycle Q Clear(g_c),s 9.9 0.0 2.1 0.0 0.0 0.0 2.3 0.0 11.8 0.0 0.0 21.9 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.44 Lane Grp Cap(c),veh/h 354 0 315 0 3 0 94 0 998 3 0 857 V/C Ratio(X) 0.80 0.00 0.19 0.00 0.35 0.00 0.69 0.00 0.52 0.37 0.00 0.80 Avail Cap(c_a),veh/h 627 0 558 0 114 0 245 0 1047 245 0 1007 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 24.9 0.0 21.8 0.0 32.6 0.0 30.4 0.0 9.4 32.6 0.0 13.9 Incr Delay(d2),s/veh 3.1 0.0 0.2 0.0 39.3 0.0 5.4 0.0 0.9 43.8 0.0 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.1 0.0 0.7 0.0 0.0 0.0 1.1 0.0 4.0 0.0 0.0 8.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.0 0.0 22.1 0.0 71.9 0.0 35.8 0.0 10.3 76.4 0.0 18.8 LnGrp LOS C A C A E A D A B E A B Approach Vol,veh/h 343 1 585 691 Approach Delay,s/veh 27.0 71.9 13.2 18.9 Approach LOS C E B B Timer-Assigned Phs 1 2 * 4 5 6 8 Phs Duration(G+Y+Rc),s 7.5 36.8 4.1 4.1 40.2 17.0 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 4.3 23.9 2.0 2.0 13.8 11.9 Green Ext Time(p_c),s 0.0 8.5 0.0 0.0 10.0 1.1 Intersection Summary HCM 6th Ctrl Delay 18.6 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 Without Project Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/15/2022 Intersection Intersection Delay,s/veh14.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 7 221 39 12 190 66 26 13 8 107 12 3 Future Vol,veh/h 7 221 39 12 190 66 26 13 8 107 12 3 Peak Hour Factor 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 Heavy Vehicles,% 2 2 3 2 3 3 4 2 2 2 8 2 Mvmt Flow 11 335 59 18 288 100 39 20 12 162 18 5 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB NB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 15.9 15.6 10.6 12.4 HCM LOS Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 55% 3% 4% 88% Vol Thru,% 28% 83% 71% 10% Vol Right, % 17% 15% 25% 2% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 47 267 268 122 LT Vol 26 7 12 107 Through Vol 13 221 190 12 RT Vol 8 39 66 3 Lane Flow Rate 71 405 406 185 Geometry Grp 1 1 1 1 Degree of Util(X) 0.129 0.595 0.591 0.325 Departure Headway(Hd) 6.521 5.291 5.237 6.328 Convergence,Y/N Yes Yes Yes Yes Cap 545 680 686 566 Service Time 4.609 3.345 3.292 4.398 HCM Lane V/C Ratio 0.13 0.596 0.592 0.327 HCM Control Delay 10.6 15.9 15.6 12.4 HCM Lane LOS BCC B HCM 95th-tile Q 0.4 3.9 3.9 1.4 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 Without Project Page 6 MOVEMENT SUMMARY V Site: 1 [2024 Without Project PM (Site Folder: Stafford Road / Atherton Drive -- Rosemont Road)] Weekday PM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 4 50.0 4 50.0 0.705 15.7 LOS C 10.9 278.2 0.73 0.69 1.00 30.8 3 L2 12 2.0 13 2.0 0.705 14.2 LOS B 10.9 278.2 0.73 0.69 1.00 26.9 8 T1 299 2.0 336 2.0 0.705 14.2 LOS B 10.9 278.2 0.73 0.69 1.00 31.1 18 R2 376 2.0 422 2.0 0.705 14.2 LOS B 10.9 278.2 0.73 0.69 1.00 30.2 Approach 691 2.3 776 2.3 0.705 14.2 LOS B 10.9 278.2 0.73 0.69 1.00 30.5 East:Rosemont Road 1 L2 202 3.0 227 3.0 0.372 8.1 LOS A 1.9 48.9 0.58 0.50 0.58 32.3 6 T1 2 2.0 2 2.0 0.372 8.0 LOS A 1.9 48.9 0.58 0.50 0.58 25.7 16 R2 102 2.0 115 2.0 0.372 8.0 LOS A 1.9 48.9 0.58 0.50 0.58 31.2 Approach 306 2.7 344 2.7 0.372 8.0 LOS A 1.9 48.9 0.58 0.50 0.58 31.9 North:Stafford Road 7u U 1 2.0 1 2.0 0.607 11.7 LOS B 6.3 160.1 0.67 0.63 0.86 32.7 7 L2 152 2.0 171 2.0 0.607 11.7 LOS B 6.3 160.1 0.67 0.63 0.86 31.9 4 T1 405 2.0 455 2.0 0.607 11.7 LOS B 6.3 160.1 0.67 0.63 0.86 31.7 14 R2 4 2.0 4 2.0 0.607 11.7 LOS B 6.3 160.1 0.67 0.63 0.86 25.8 Approach 562 2.0 631 2.0 0.607 11.7 LOS B 6.3 160.1 0.67 0.63 0.86 31.7 West:Atherton Drive 5 L2 2 2.0 2 2.0 0.071 7.4 LOS A 0.3 6.7 0.64 0.63 0.64 28.3 2 T1 19 2.0 21 2.0 0.071 7.4 LOS A 0.3 6.7 0.64 0.63 0.64 28.1 12 R2 14 2.0 16 2.0 0.071 7.4 LOS A 0.3 6.7 0.64 0.63 0.64 27.4 Approach 35 2.0 39 2.0 0.071 7.4 LOS A 0.3 6.7 0.64 0.63 0.64 27.8 All Vehicles 1594 2.2 1791 2.2 0.705 12.0 LOS B 10.9 278.2 0.68 0.63 0.86 31.1 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. i Licence:PLUS/1 PC i Processed:Thursday,March 10,2022 2:53:18 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 99 30 126 22 20 39 64 301 18 58 412 69 Future Volume(veh/h) 99 30 126 22 20 39 64 301 18 58 412 69 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.94 0.99 0.96 0.98 0.96 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1841 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 103 31 131 23 21 41 67 314 19 60 429 72 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 501 88 370 417 160 312 413 641 39 487 681 557 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.37 0.37 0.05 0.36 0.36 Sat Flow,veh/h 1254 298 1258 1177 544 1061 1781 1741 105 1781 1870 1528 Grp Volume(v),veh/h 103 0 162 23 0 62 67 0 333 60 429 72 Grp Sat Flow(s),veh/h/1n1254 0 1556 1177 0 1605 1781 0 1847 1781 1870 1528 Q Serve(g_s),s 2.8 0.0 3.5 0.7 0.0 1.2 1.0 0.0 6.0 0.9 8.2 1.4 Cycle Q Clear(g_c),s 4.0 0.0 3.5 14.2 0.0 1.2 1.0 0.0 6.0 0.9 8.2 1.4 Prop In Lane 1.00 0.81 1.00 0.66 1.00 0.06 1.00 1.00 Lane Grp Cap(c),veh/h 501 0 458 •F' 0 473 413 0 679 487 681 557 V/C Ratio(X) 0.21 0.00 0.35 0.06 0.00 0.13 0.16 0.00 0.49 0.12 0.63 0.13 Avail Cap(c_a),veh/h 831 0 867 726 0 894 1191 0 2122 568 1411 1153 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 12.6 0.0 12.0 13.6 0.0 11.2 8.5 0.0 10.5 8.1 11.3 9.1 Incr Delay(d2),s/veh 0.1 0.0 0.3 0.0 0.0 0.1 0.1 0.0 0.4 0.1 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.7 0.0 1.1 0.2 0.0 0.4 0.3 0.0 1.8 0.2 2.5 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 12.8 0.0 12.3 13.7 0.0 11.2 8.6 0.0 10.9 8.1 12.0 9.2 LnGrp LOS B ABB AB A AB AB A Approach Vol,veh/h 265 85 400 561 Approach Delay,s/veh 12.5 11.9 10.5 11.2 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s6.0 20.3 16.7 6.2 20.2 16.7 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 49.5 24.0 21.0 32.5 24.0 Max Q Clear Time(g_c+114, 8.0 6.0 3.0 10.2 6.2 Green Ext Time(p_c),s 0.0 3.7 1.1 0.1 4.8 0.3 Intersection Summary - HCM 6th Ctrl Delay 11.3 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 Without Project Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 53 13 401 46 22 492 Future Vol,veh/h 53 13 401 46 22 492 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 4 2 2 2 5 2 Mvmt Flow 54 13 409 47 22 502 Major/Minor Minorl Majorl Man: Conflicting Flow All 955 409 0 0 456 0 Stage 1 409 - - - - - Stage 2 546 - - - - - Critical Hdwy 6.44 6.22 - - 4.15 - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.318 - - 2.245 - Pot Cap-1 Maneuver 284 642 - - 1089 - Stage 1 666 - - - - - Stage 2 576 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 276 642 - - 1089 - Mov Cap-2 Maneuver 276 - - - - - Stage 1 666 - - - - - Stage 2 560 - - - - - Approach WB NIB SB HCM Control Delay,s 19.7 0 0.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 311 1089 - HCM Lane V/C Ratio - - 0.217 0.021 - HCM Control Delay(s) - - 19.7 8.4 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.8 0.1 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 Without Project Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 8 33 30 388 476 17 Future Vol,veh/h 8 33 30 388 476 17 Conflicting Peds,#/hr 0 0 6 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 2 6 2 2 2 2 Mvmt Flow 8 34 31 396 486 17 Major/Minor Minor2 Majorl M. Conflicting Flow All 950 492 509 0 - 0 Stage 1 492 - - - - - Stage 2 458 - - - - - Critical Hdwy 6.42 6.26 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.354 2.218 - - - Pot Cap-1 Maneuver 289 569 1056 - - - Stage 1 615 - - - - - Stage 2 637 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 275 566 1050 - - - Mov Cap-2 Maneuver 275 - - - - - Stage 1 588 - - - - - Stage 2 633 - - - - - Approach EB NIB SB HCM Control Delay,s 13.4 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1050 - 469 - - HCM Lane V/C Ratio 0.029 - 0.089 - - HCM Control Delay(s) 8.5 0 13.4 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 Without Project Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBAL NBL NBT NBR _ SM.-SOW SBR Lane Configurations 4 r Traffic Volume(veh/h) 265 0 55 6 3 10 43 362 5 8 454 200 Future Volume(veh/h) 265 0 55 6 3 10 43 362 5 8 454 200 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.97 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1811 1870 1411 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 273 0 57 6 3 10 44 373 5 8 468 206 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 6 2 33 2 2 2 2 2 2 2 Cap,veh/h 350 0 300 7 4 12 75 956 13 18 595 262 Arrive On Green 0.20 0.00 0.20 0.02 0.02 0.02 0.04 0.52 0.52 0.01 0.49 0.49 Sat Flow,veh/h 1781 0 1527 398 199 663 1781 1840 25 1781 1220 537 Grp Volume(v),veh/h 273 0 57 19 0 0 44 0 378 8 0 674 Grp Sat Flow(s),veh/h/In 1781 0 1527 1259 0 0 1781 0 1865 1781 0 1757 Q Serve(g_s),s 9.4 0.0 2.0 1.0 0.0 0.0 1.6 0.0 7.9 0.3 0.0 20.6 Cycle Q Clear(g_c),s 9.4 0,0 2.0 1.0 0.0 0.0 1.6 0.0 7.9 0.3 0.0 20.6 Prop In Lane 1.00 1.00 0.32 0.53 1.00 0.01 1.00 0.31 Lane Grp Cap(c),veh/h 350 0 300 23 0 0 75 0 969 18 0 856 V/C Ratio(X) 0.78 0.00 0.19 0.84 0.00 0.00 0.58 0.00 0.39 0.43 0.00 0.79 Avail Cap(c_a),veh/h 636 0 545 78 0 0 249 0 1086 249 0 1036 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 24.6 0.0 21.6 31.5 0.0 0.0 30.3 0.0 9.3 31.7 0.0 13.7 Incr Delay(d2),s/veh 2.9 0.0 0.2 37.1 0.0 0.0 4.3 0.0 0.6 9.5 0.0 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.9 0.0 0.7 0.5 0.0 0.0 0.7 0.0 2.8 0.2 0.0 7.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.4 0.0 21.8 68.7 0.0 0.0 34.6 0.0 9.9 41.2 0.0 17.9 LnGrp LOS C A C E A A C A A D A B Approach Vol,veh/h 330 19 422 682 Approach Delay,s/veh 26.5 68.7 12.5 18.2 Approach LOS C E B B Timer-Assigned Phs 1 2 4 5 Phs Duration(G+Y+Rc),s 6.7 35.9 5.2 4.7 38.0 16.6 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 3.6 22.6 3.0 2.3 9.9 11.4 Green Ext Time(p_c),s 0.0 8.8 0.0 0.0 7.5 1.1 Intersection Summary HCM 6th Ctrl Delay 19.1 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 Without Project Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Int Intersection Delay,s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 3 208 19 7 126 31 12 5 5 29 9 4 Future Vol,veh/h 3 208 19 7 126 31 12 5 5 29 9 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles,% 2 2 11 2 2 3 2 20 2 4 2 2 Mvmt Flow 3 229 21 8 138 34 13 5 5 32 10 4 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB 71713 NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.1 8.4 8.1 8.4 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 55% 1% 4% 69% Vol Thru,% 23% 90°/0 77% 21% Vol Right, % 23% 8% 19% 10% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 22 230 164 42 LT Vol 12 3 7 29 Through Vol 5 208 126 9 RT Vol 5 19 1031 4 Lane Flow Rate 24 253 180 46 Geometry Grp 1 1 1 1 Degree of Util(X) 0.033 0.298 0.213 0.064 Departure Headway(Hd) 4.91 4.249 4.264 5.019 Convergence,Y/N Yes Yes Yes Yes Cap 730 849 843 714 Service Time 2.936 2.262 2.279 3.045 HCM Lane V/C Ratio 0.033 0.214 0.064 HCM Control Delay 8.1 9.1 8.4 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 1.3 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 Without Project Page 6 MOVEMENT SUMMARY V Site: 1 [2024 Without Project SAT (Site Folder: Stafford Road / Atherton Drive -- Rosemont Road)] Saturday Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 31 2.0 32 2.0 0.457 7.6 LOS A 3.1 79.8 0.35 0.18 0.35 35.1 3 L2 28 2.0 29 2.0 0.457 7.6 LOS A 3.1 79.8 0.35 0.18 0.35 29.0 8 T1 311 2.0 324 2.0 0.457 7.6 LOS A 3.1 79.8 0.35 0.18 0.35 33.9 18 R2 172 2.0 179 2.0 0.457 7.6 LOS A 3.1 79.8 0.35 0.18 0.35 32.9 Approach 542 2.0 565 2.0 0.457 7.6 LOS A 3.1 79.8 0.35 0.18 0.35 33.4 East:Rosemont Road 1 L2 190 2.0 198 2.0 0.350 7.9 LOS A 1.8 44.5 0.59 0.52 0.59 32.5 6 T1 2 2.0 2 2.0 0.350 7.9 LOS A 1.8 44.5 0.59 0.52 0.59 25.8 16 R2 110 2.0 115 2.0 0.350 7.9 LOS A 1.8 44.5 0.59 0.52 0.59 31.4 Approach 302 2.0 315 2.0 0.350 7.9 LOS A 1.8 44.5 0.59 0.52 0.59 32.0 North:Stafford Road 7 L2 72 2.0 75 2.0 0.474 9.0 LOS A 2.9 73.7 0.58 0.46 0.58 33.5 4 T1 397 2.0 414 2.0 0.474 9.0 LOS A 2.9 73.7 0.58 0.46 0.58 33.3 14 R2 0 2.0 0 2.0 0.474 9.0 LOS A 2.9 73.7 0.58 0.46 0.58 26.9 Approach 469 2.0 489 2.0 0.474 9.0 LOS A 2.9 73.7 0.58 0.46 0.58 33.3 West:Atherton Drive 5 L2 6 2.0 6 2.0 0.044 6.1 LOS A 0.2 4.2 0.59 0.53 0.59 28.4 2 T1 6 2.0 6 2.0 0.044 6.1 LOS A 0.2 4.2 0.59 0.53 0.59 28.2 12 R2 15 2.0 16 2.0 0.044 6.1 LOS A 0.2 4.2 0.59 0.53 0.59 27.5 Approach 27 2.0 28 2.0 0.044 6.1 LOS A 0.2 4.2 0.59 0.53 0.59 27.9 All Vehicles 1340 2.0 1396 2.0 0.474 8.1 LOS A 3.1 79.8 0.49 0.36 0.49 32.9 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:53:34 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive I 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 67 15 92 54 19 48 86 313 53 38 339 74 Future Volume(veh/h) 67 15 92 54 19 48 86 313 53 38 339 74 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.92 0.96 0.92 0.99 0.95 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 76 17 105 61 22 55 98 356 60 43 385 84 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 491 61 376 449 129 323 448 576 97 417 645 517 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.07 0.37 0.37 0.04 0.35 0.35 Sat Flow,veh/h 1257 210 1295 1213 445 1112 1781 1546 261 1781 1870 1499 Grp Volume(v),veh/h 76 0 122 61 0 77 98 0 416 43 385 84 Grp Sat Flow(s),veh/h/1n1257 0 1505 1213 0 1556 1781 0 1807 1781 1870 1499 Q Serve(g_s),s 2.0 0.0 2.6 1.7 0.0 1.5 1.4 0.0 7.8 0.6 7.1 1.6 Cycle Q Clear(g_c),s 3.5 0.0 2.6 4.3 0.0 1.5 1.4 0.0 7.8 0.6 7.1 1.6 Prop In Lane 1.00 0.86 1.00 0.71 1.00 0.14 1.00 1.00 Lane Grp Cap(c),veh/h 491 0 437 449 0 452 448 0 673 417 645 517 V/C Ratio(X) 0.15 0.00 0.28 0.14 0.00 0.17 0.22 0.00 0.62 0.10 0.60 0.16 Avail Cap(c_a),veh/h 849 0 865 794 0 895 1229 0 1667 563 1008 808 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 12.4 0.0 11.4 13.1 0.0 11.1 8.4 0.0 10.7 8.2 11.3 9.5 Incr Delay(d2),s/veh 0.1 0.0 0.3 0.1 0.0 0.1 0.2 0.0 0.7 0.1 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.5 0.0 0.8 0.4 0.0 0.5 0.4 0.0 2.2 0.2 2.2 0.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 12.5 0.0 11.7 13.2 0.0 11.2 8.5 0.0 11.4 8.3 11.9 9.6 LnGrp LOS B A B B A B A A B A B A Approach Vol,veh/h 198 138 514 512 Approach Delay,s/veh 12.0 12.1 10.8 11.2 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s5.6 20.0 16.1 6.7 18.9 16.1 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax d 38.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+114,6; 9.8 5.5 3.4 9.1 6.3 Green Ext Time(p_c),s 0.0 4.5 0.8 0.2 3.4 0.5 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 Without Project Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 0.8 Movement WBL WBBNIBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 27 11 423 23 13 415 Future Vol,veh/h 27 11 423 23 13 415 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 9 5 4 8 3 Mvmt Flow 29 12 455 25 14 446 Major/Minor Minor1 Major1 Conflicting Flow All 929 455 0 0 480 0 Stage 1 455 - - - - - Stage 2 474 - - - - - Critical Hdwy 6.42 6.29 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.381 - - 2.272 - Pot Cap-1 Maneuver 297 591 - - 1052 - Stage 1 639 - - - - - Stage 2 626 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 292 591 - - 1052 - Mov Cap-2 Maneuver 292 - - - - - Stage 1 639 - - - - - Stage 2 615 - - - - - Approach WB SB HCM Control Delay,s 16.9 0 0.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 342 1052 - HCM Lane V/C Ratio - - 0.119 0.013 - HCM Control Delay(s) - - 16.9 8.5 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.4 0 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 Without Project Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 29 17 408 408 13 Future Vol,veh/h 10 29 17 408 408 13 Conflicting Peds,#/hr 0 0 13 0 0 13 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 2 4 6 2 2 2 Mvmt Flow 11 31 18 434 434 14 Major/Minor Minor2 Major1 Conflicting Flow All 917 447 461 0 - 0 Stage 1 447 - - - - - Stage 2 470 - - - - - Critical Hdwy 6.42 6.24 4.16 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.336 2.254 - - - Pot Cap-1 Maneuver 302 607 1079 - - - Stage 1 644 - - - - - Stage 2 629 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 288 599 1066 - - - Mov Cap-2 Maneuver 288 - - - - - Stage 1 622 - - - - - Stage 2 621 - - - - - Approach EB NIB SB HCM Control Delay,s 13.4 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1066 - 469 - - HCM Lane V/C Ratio 0.017 - 0.088 - - HCM Control Delay(s) 8.4 0 13.4 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 Without Project Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB Lane Configurations 4 r Traffic Volume(veh/h) 183 2 49 3 1 7 38 385 4 390 174 Future Volume(veh/h) 183 2 49 3 1 7 38 385 4 4 390 174 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 1.00 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1856 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 195 2 52 3 1 7 40 410 4 4 415 185 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 3 2 2 2 2 2 Cap,veh/h 298 3 257 5 2 12 75 902 9 10 547 244 Arrive On Green 0.17 0.17 0.17 0.01 0.01 0.01 0.04 0.49 0.49 0.01 0.45 0.45 Sat Flow,veh/h 1764 18 1519 441 147 1028 1767 1849 18 1781 1214 541 Grp Volume(v),veh/h 197 0 52 11 0 0 40 0 414 4 0 600 Grp Sat Flow(s),veh/h/In 1782 0 1519 1615 0 0 1767 0 1867 1781 0 1755 Q Serve(g_s),s 5.2 0.0 1.5 0.3 0.0 0.0 1.1 0.0 7.4 0.1 0.0 14.4 Cycle Q Clear(g_c),s 5.2 0.0 1.5 0.3 0.0 0.0 1.1 0.0 7.4 0.1 0.0 14.4 Prop In Lane 0.99 1.00 0.27 0.64 1.00 0.01 1.00 0.31 Lane Grp Cap(c),veh/h 301 0 257 18 0 0 75 0 911 10 0 791 V/C Ratio(X) 0.65 0.00 0.20 0.60 0.00 0.00 0.53 0.00 0.45 0.42 0.00 0.76 Avail Cap(c_a),veh/h 811 0 691 128 0 0 315 0 1015 317 0 972 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 19.6 0.0 18.1 24.9 0.0 0.0 23.7 0.0 8.5 25.1 0.0 11.6 Incr Delay(d2),s/veh 1.8 0.0 0.3 17.8 0.0 0.0 3.5 0.0 0.8 16.5 0.0 3.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 0.0 0.5 0.2 0.0 0.0 0.5 0.0 2.4 0.1 0.0 5.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 21.4 0.0 18.4 42.7 0.0 0.0 27.3 0.0 9.3 41.6 0.0 15.2 LnGrp LOS C A B D A A C A A D A B Approach Vol,veh/h 249 11 454 604 Approach Delay,s/veh 20.8 42.7 10.9 15.4 Approach LOS C D B B Timer-Assigned Phs 1 2 4 5 6ii 8 Phs Duration(G+Y+Rc),s 6.1 27.3 4.6 4.3 29.2 12.5 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *28 4.0 9.0 27.5 23.0 Max Q Clear Time(g_c+I1),s 3.1 16.4 2.3 2.1 9.4 7.2 Green Ext Time(p_c),s 0.0 6.3 0.0 0.0 6.6 0.9 Intersection Summary HCM 6th Ctrl Delay 15.1 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 Without Project Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Int Intersection Delay,slveh 8.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,vehlh 5 134 19 11 98 23 15 6 5 29 5 2 Future Vol,veh/h 5 134 19 11 98 23 15 6 5 29 5 2 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 184 26 15 134 32 21 8 7 40 7 3 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB W: SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 8.8 8.5 8.1 8.4 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 58% 3% 8% 81% Vol Thru,% 23% 85°/0 74% 14% Vol Right, % 19% 12% 17% 6% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 26 158 132 36 LT Vol 15 5 11 29 Through Vol 6 134 98 5 RT Vol 5 19 23 2 Lane Flow Rate 36 216 181 49 Geometry Grp 1 1 1 1 Degree of Util(X) 0.048 0.257 0.215 0.068 Departure Headway(Hd) 4.868 4.268 4.282 4.976 Convergence,Y/N Yes Yes Yes Yes Cap 736 844 841 720 Service Time 2.895 2.284 2.299 3.003 HCM Lane V/C Ratio 0.049 0.256 0.215 0.068 HCM Control Delay 8.1 8.8 8.5 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.2 1 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 Without Project Page 6 MOVEMENT SUMMARY V Site: 1 [2024 With LORAC AM (Site Folder: Stafford Road / Atherton Drive -- Rosemont Road)] Weekday AM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 5 60.0 6 60.0 0.553 10.9 LOS B 4.2 110.6 0.37 0.19 0.37 32.7 3 L2 17 2.0 20 2.0 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 28.6 8 T1 433 5.0 503 5.0 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 33.4 18 R2 122 4.0 142 4.0 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 32.3 Approach 577 5.2 671 5.2 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 33.0 East:Rosemont Road 1 L2 263 3.0 306 3.0 0.665 17.1 LOS C 6.6 169.9 0.82 1.07 1.50 28.8 6 T1 5 20.0 6 20.0 0.665 17.9 LOS C 6.6 169.9 0.82 1.07 1.50 23.4 16 R2 160 3.0 186 3.0 0.665 17.1 LOS C 6.6 169.9 0.82 1.07 1.50 27.9 Approach 428 3.2 498 3.2 0.665 17.1 LOS C 6.6 169.9 0.82 1.07 1.50 28.4 North:Stafford Road 7u U 1 2.0 1 2.0 0.427 8.8 LOS A 2.4 59.7 0.60 0.52 0.60 34.5 7 L2 47 2.0 55 2.0 0.427 8.8 LOS A 2.4 59.7 0.60 0.52 0.60 33.6 4 T1 295 2.0 343 2.0 0.427 8.8 LOS A 2.4 59.7 0.60 0.52 0.60 33.4 14 R2 4 2.0 5 2.0 0.427 8.8 LOS A 2.4 59.7 0.60 0.52 0.60 27.0 Approach 347 2.0 403 2.0 0.427 8.8 LOS A 2.4 59.7 0.60 0.52 0.60 33.4 West:Atherton Drive 5 L2 7 14.0 8 14.0 0.081 7.2 LOS A 0.3 7.8 0.60 0.57 0.60 28.1 2 T1 9 2.0 10 2.0 0.081 6.5 LOS A 0.3 7.8 0.60 0.57 0.60 28.2 12 R2 28 2.0 33 2.0 0.081 6.5 LOS A 0.3 7.8 0.60 0.57 0.60 27.5 Approach 44 3.9 51 3.9 0.081 6.6 LOS A 0.3 7.8 0.60 0.57 0.60 27.7 All Vehicles 1396 3.7 1623 3.7 0.665 11.5 LOS B 6.6 169.9 0.57 0.55 0.78 31.3 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:52:03 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive 03/10/2022 t I I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBIKSBL SBT SBR Lane Configurations '9 '9 '9 '9 + Traffic Volume(veh/h) 134 7 83 5 3 7 138 428 17 14 267 246 Future Volume(veh/h) 134 7 83 5 3 7 138 428 17 14 267 246 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.95 0.96 0.95 0.99 0.98 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1856 1870 1870 1870 1856 1826 1870 1870 1870 1870 Adj Flow Rate,veh/h 181 9 112 7 4 9 186 578 23 19 361 332 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Percent Heavy Veh, % 2 2 3 2 2 2 3 5 2 2 2 2 Cap,veh/h 511 32 398 412 139 312 485 785 31 321 682 549 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.10 0.45 0.45 0.02 0.36 0.36 Sat Flow,veh/h 1331 113 1412 1221 492 1108 1767 1742 69 1781 1870 1507 Grp Volume(v),veh/h 181 0 121 7 0 13 186 0 601 19 361 332 Grp Sat Flow(s),veh/h/1n1331 0 1526 1221 0 1600 1767 0 1811 1781 1870 1507 Q Serve(g_s),s 5.7 0.0 3.1 0.2 0.0 0.3 3.1 0.0 13.7 0.3 7.6 9.0 Cycle Q Clear(g_c),s 6.0 0.0 3.1 3.3 0.0 0.3 3.1 0.0 13.7 0.3 7.6 9.0 Prop In Lane 1.00 0.93 1.00 0.69 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 511 0 430 412 0 451 485 0 816 321 682 549 V/C Ratio(X) 0.35 0.00 0.28 0.02 0.00 0.03 0.38 0.00 0.74 0.06 0.53 0.60 Avail Cap(c_a),veh/h 771 0 729 651 0 765 1039 0 1425 430 838 675 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 15.2 0.0 14.1 15.4 0.0 13.1 8.7 0.0 11.3 9.1 12.6 13.0 Incr Delay(d2),s/veh 0.3 0.0 0.3 0.0 0.0 0.0 0.4 0.0 1.0 0.1 0.5 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Iril.6 0.0 1.0 0.1 0.0 0.1 0.9 0.0 4.1 0.1 2.6 2.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 15.5 0.0 14.3 15.4 0.0 13.1 9.1 0.0 12.3 9.1 13.0 13.8 LnGrp LOS B A BB A B A A B ABB Approach Vol,veh/h 302 20 787 712 Approach Delay,s/veh 15.1 13.9 11.5 13.3 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s4.9 27.1 18.2 9.3 22.8 18.2 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 39.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+111,3; 15.7 8.0 5.1 11.0 5.3 Green Ext Time(p_c),s 0.0 6.7 1.2 0.5 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 12.8 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 04/06/2022 Intersection Int Delay,s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ver + r Traffic Vol,veh/h 78 22 550 43 12 509 Future Vol,veh/h 78 22 550 43 12 509 Conflicting Peds,#/hr 2 2 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles,% 2 2 5 5 8 2 Mvmt Flow 92 26 647 51 14 599 Major/Minor Minor1 Majorl Major2 Conflicting Flow All 1276 649 0 0 698 0 Stage 1 647 - - - - - Stage 2 629 - - - - - Critical Hdwy 6.42 6.22 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.272 - Pot Cap-1 Maneuver 184 470 - - 871 - Stage 1 521 - - - - - Stage 2 531 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 179 469 - - 871 - Mov Cap-2 Maneuver 179 - - - - - Stage 1 521 - - - - - Stage 2 517 - - - - - Approach WB NB SB HCM Control Delay,s 43.1 0 0.2 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 207 871 - HCM Lane V/C Ratio - - 0.568 0.016 - HCM Control Delay(s) - - 43.1 9.2 0 HCM Lane LOS - - E A A HCM 95th%tile Q(veh) - - 3.1 0 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 50 41 533 468 7 Future Vol,veh/h 10 50 41 533 468 7 Conflicting Peds,#/hr 0 0 7 0 0 7 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles,% 2 2 13 4 2 2 Mvmt Flow 12 60 49 642 564 8 Major/Minor Minor2 Major1 Conflicting Flow All 1311 571 579 0 - 0 Stage 1 571 - - - - - Stage 2 740 - - - - - Critical Hdwy 6.42 6.22 4.23 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.317 - - - Pot Cap-1 Maneuver 175 520 943 - - - Stage 1 565 - - - - - Stage 2 472 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 159 517 937 - - - Mov Cap-2 Maneuver 159 - - - - - Stage 1 516 - - - - - Stage 2 469 - - - - - Approach EB NIB SB HCM Control Delay,s 16.8 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 937 - 376 - - HCM Lane V/C Ratio 0.053 - 0.192 - - HCM Control Delay(s) 9.1 0 16.8 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0.2 - 0.7 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR BL Lane Configurations 4 r Traffic Volume(veh/h) 262 0 66 0 1 0 64 506 1 Future Volume(veh/h) 262 0 66 0 1 0 64 506 1 1 404 283 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1856 1870 1870 1870 1870 1870 1870 1826 1870 1870 1870 1841 Adj Flow Rate,veh/h 282 0 71 0 1 0 69 544 1 1 434 304 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 2 2 2 2 2 2 5 2 2 2 4 Cap,veh/h 352 0 313 0 3 0 95 1015 2 3 517 362 Arrive On Green 0.20 0.00 0.20 0.00 0.00 0.00 0.05 0.56 0.56 0.00 0.50 0.50 Sat Flow,veh/h 1781 0 1585 0 1870 0 1781 1822 3 1781 1024 717 Grp Volume(v),veh/h 282 0 71 0 1 0 69 0 545 1 0 738 Grp Sat Flow(s),veh/h/In 1781 0 1585 0 1870 0 1781 0 1825 1781 0 1740 Q Serve(g_s),s 10.2 0.0 2.6 0.0 0.0 0.0 2.6 0.0 12.8 0.0 0.0 24.8 Cycle Q Clear(g_c),s 10.2 0.0 2.6 0.0 0.0 0.0 2.6 0.0 12.8 0.0 0.0 24.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.41 Lane Grp Cap(c),veh/h 352 0 313 0 3 0 95 0 1016 3 0 878 V/C Ratio(X) 0.80 0.00 0.23 0.00 0.36 0.00 0.72 0.00 0.54 0.38 0.00 0.84 Avail Cap(c_a),veh/h 604 0 537 0 110 0 236 0 1016 236 0 974 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 26.0 0.0 22.9 0.0 33.9 0.0 31.6 0.0 9.5 33.9 0.0 14.5 Incr Delay(d2),s/veh 3.2 0.0 0.3 0.0 42.7 0.0 6.2 0.0 1.1 47.6 0.0 6.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.3 0.0 0.9 0.0 0.0 0.0 1.2 0.0 4.4 0.1 0.0 10.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 29.2 0.0 23.1 0.0 76.6 0.0 37.8 0.0 10.6 81.5 0.0 21.3 LnGrp LOS C A C A E A D A B F A C Approach Vol,veh/h 353 1 614 739 Approach Delay,s/veh 28.0 76.6 13.6 21.4 Approach LOS C E B C Timer-Assigned Phs 1 2 - 4 5 6 8 Phs Duration(G+Y+Rc),s 7.6 38.8 4.1 4.1 42.3 17.4 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 4.6 26.8 2.0 2.0 14.8 12.2 Green Ext Time(p_c),s 0.0 7.5 0.0 0.0 10.3 1.2 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Intersection Intersection Delay,s/veh15.1 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 7 225 39 12 192 66 26 13 8 108 12 3 Future Vol,veh/h 7 225 39 12 192 66 26 13 8 108 12 3 Peak Hour Factor 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 Heavy Vehicles,% 2 2 3 2 3 3 4 2 2 2 8 2 Mvmt Flow 11 341 59 18 291 100 39 20 12 164 18 5 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB NB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 - 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 HCM Control Delay 16.2 15.9 10.6 12.5 HCM LOS Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 55% 3°/0 4% 88% Vol Thru,% I 28% 83°/0 71% 10% Vol Right, % 17% 14% 24% 2% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 47 271 270 123 LT Vol 26 7 12 108 Through Vol 13 225 192 12 RT Vol 8 39 66 3 Lane Flow Rate 71 411 409 186 Geometry Grp 1 1 1 1 Degree of Util(X) 0.13 0.605 0.597 0.329 Departure Headway(Hd) 6.557 5.307 5.257 6.355 Convergence,Y/N Yes Yes Yes Yes Cap 543 678 683 563 Service Time 4.645 3.363 3.315 4.427 HCM Lane V/C Ratio 0.131 0.606 0.599 0.33 HCM Control Delay 10.6 16.2 15.9 12.5 HCM Lane LOS BCC B HCM 95th-tile Q 0.4 4.1 4 1.4 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 6 HCM 6th TWSC 7: Stafford Road & North LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 1.4 Movement EBMIZ NBL NBT SBT SBR Lane Configurations ver 1' Traffic Vol,veh/h 31 9 18 563 516 64 Future Vol,veh/h 31 9 18 563 516 64 Conflicting Peds,#/hr 0 0 13 0 0 13 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles,% 2 2 2 5 2 2 Mvmt Flow 39 11 23 713 653 81 Major/Minor Minor2 Major1 Conflicting Flow All 1466 707 747 0 - 0 Stage 1 707 - - - - - Stage 2 759 - - - - - 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 141 435 861 - - - Stage 1 489 - - - - - Stage 2 462 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 134 430 850 - - - Mov Cap-2 Maneuver 134 - - - - - Stage 1 470 - - - - - Stage 2 456 - - - - - Approach EB NIB SB HCM Control Delay,s 37.9 0.3 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 850 - 159 - - HCM Lane V/C Ratio 0.027 - 0.318 - - HCM Control Delay(s) 9.4 - 37.9 - - HCM Lane LOS A - E - - HCM 95th%tile Q(veh) 0.1 - 1.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 7 HCM 6th TWSC 8: Overlook Drive & South LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol,veh/h 5 222 382 5 2 2 Future Vol,veh/h 5 222 382 5 2 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 2 2 9 2 2 2 Mvmt Flow 7 300 516 7 3 3 Major/Minor MajorT Major2 Minor2 Conflicting Flow All 523 0 - 0 834 520 Stage 1 - - - - 520 - Stage 2 - - - - 314 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1043 - - - 338 556 Stage 1 - - - - 597 - Stage 2 - - - - 741 - Platoon blocked,% - - - Mov Cap-1 Maneuver 1043 - - - 335 556 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 592 - Stage 2 - - - - 741 - Approach EB WB SB HCM Control Delay,s 0.2 0 13.7 HCM LOS B Minor Lane/Major Mvmt EBLIM WBT WBR SBLn1 Capacity(veh/h) 1043 - - - 418 HCM Lane V/C Ratio 0.006 - - - 0.013 HCM Control Delay(s) 8.5 0 - - 13.7 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Project(LORAC) Page 8 MOVEMENT SUMMARY V Site: 1 [2024 With LORAC PM (Site Folder: Stafford Road / Atherton Drive -- Rosemont Road)] Weekday PM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 4 50.0 4 50.0 0.727 16.7 LOS C 12.9 328.9 0.77 0.79 1.16 30.4 3 L2 12 2.0 13 2.0 0.727 15.2 LOS C 12.9 328.9 0.77 0.79 1.16 26.6 8 T1 312 2.0 351 2.0 0.727 15.2 LOS C 12.9 328.9 0.77 0.79 1.16 30.7 18 R2 376 2.0 422 2.0 0.727 15.2 LOS C 12.9 328.9 0.77 0.79 1.16 29.8 Approach 704 2.3 791 2.3 0.727 15.2 LOS C 12.9 328.9 0.77 0.79 1.16 30.1 East:Rosemont Road 1 L2 202 3.0 227 3.0 0.389 8.4 LOS A 2.0 51.4 0.60 0.53 0.60 32.2 6 T1 2 2.0 2 2.0 0.389 8.4 LOS A 2.0 51.4 0.60 0.53 0.60 25.6 16 R2 111 2.0 125 2.0 0.389 8.4 LOS A 2.0 51.4 0.60 0.53 0.60 31.1 Approach 315 2.6 354 2.6 0.389 8.4 LOS A 2.0 51.4 0.60 0.53 0.60 31.8 North:Stafford Road 7u U 1 2.0 1 2.0 0.633 12.4 LOS B 7.4 188.6 0.70 0.69 0.95 32.4 7 L2 162 2.0 182 2.0 0.633 12.4 LOS B 7.4 188.6 0.70 0.69 0.95 31.6 4 T1 419 2.0 471 2.0 0.633 12.4 LOS B 7.4 188.6 0.70 0.69 0.95 31.4 14 R2 4 2.0 4 2.0 0.633 12.4 LOS B 7.4 188.6 0.70 0.69 0.95 25.6 Approach 586 2.0 658 2.0 0.633 12.4 LOS B 7.4 188.6 0.70 0.69 0.95 31.4 West:Atherton Drive 5 L2 2 2.0 2 2.0 0.073 7.6 LOS A 0.3 6.8 0.64 0.64 0.64 28.2 2 T1 19 2.0 21 2.0 0.073 7.6 LOS A 0.3 6.8 0.64 0.64 0.64 28.0 12 R2 14 2.0 16 2.0 0.073 7.6 LOS A 0.3 6.8 0.64 0.64 0.64 27.3 Approach 35 2.0 39 2.0 0.073 7.6 LOS A 0.3 6.8 0.64 0.64 0.64 27.8 All Vehicles 1640 2.2 1843 2.2 0.727 12.7 LOS B 12.9 328.9 0.71 0.70 0.96 30.8 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:53:20 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 99 30 131 22 20 39 68 319 18 58 431 69 Future Volume(veh/h) 99 30 131 22 20 39 68 319 18 58 431 69 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.94 0.99 0.97 0.98 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1841 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 103 31 136 23 21 41 71 332 19 60 449 72 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 494 84 370 406 159 310 408 659 38 481 695 568 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.38 0.38 0.05 0.37 0.37 Sat Flow,veh/h 1254 288 1265 1172 543 1061 1781 1748 100 1781 1870 1530 Grp Volume(v),veh/h 103 0 167 23 0 62 71 0 351 60 449 72 Grp Sat Flow(s),veh/h/1n1254 0 1553 1172 0 1604 1781 0 1848 1781 1870 1530 Q Serve(g_s),s 2.9 0.0 3.8 0.7 0.0 1.3 1.1 0.0 6.4 0.9 8.8 1.4 Cycle Q Clear(g_c),s 4.2 0.0 3.8 14.5 0.0 1.3 1.1 0.0 6.4 0.9 8.8 1.4 Prop In Lane 1.00 0.81 1.00 0.66 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 494 0 454 1406 0 469 408 0 697 481 695 568 V/C Ratio(X) 0.21 0.00 0.37 0.06 0.00 0.13 0.17 0.00 0.50 0.12 0.65 0.13 Avail Cap(c_a),veh/h 810 0 846 701 0 873 1162 0 2075 559 1379 1128 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 13.0 0.0 12.4 14.1 0.0 11.5 8.6 0.0 10.6 8.1 11.5 9.1 Incr Delay(d2),s/veh 0.2 0.0 0.4 0.0 0.0 0.1 0.1 0.0 0.4 0.1 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.7 0.0 1.2 0.2 0.0 0.4 0.3 0.0 1.9 0.2 2.7 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 13.2 0.0 12.7 14.2 0.0 11.6 8.7 0.0 11.0 8.1 12.2 9.2 LnGrp LOS B A B B A B A A B A B A Approach Vol,veh/h 270 85 422 581 Approach Delay,s/veh 12.9 12.3 10.6 11.4 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s6.1 21.1 16.9 6.3 20.9 16.9 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 49.5 24.0 21.0 32.5 24.0 Max Q Clear Time(g_c+114, 8.4 6.2 3.1 10.8 6.5 Green Ext Time(p_c),s 0.0 3.9 1.2 0.2 5.0 0.3 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 57 13 462 51 22 550 Future Vol,veh/h 57 13 462 51 22 550 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 4 2 2 2 5 2 Mvmt Flow 58 13 471 52 22 561 Major/Minor Minorl Majorl Conflicting Flow All 1076 471 0 0 523 0 Stage 1 471 - - - - - Stage 2 605 - - - - - Critical Hdwy 6.44 6.22 - - 4.15 - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.318 - - 2.245 - Pot Cap-1 Maneuver 241 593 - - 1028 - Stage 1 624 - - - - - Stage 2 541 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 234 593 - - 1028 - Mov Cap-2 Maneuver 234 - - - - - Stage 1 624 - - - - - Stage 2 524 - - - - - Approach WB NIB SB HCM Control Delay,s 23.6 0 0.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 264 1028 - HCM Lane V/C Ratio - - 0.271 0.022 - HCM Control Delay(s) - - 23.6 8.6 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 1.1 0.1 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 8 37 35 444 530 17 Future Vol,veh/h 8 37 35 444 530 17 Conflicting Peds,#/hr 0 0 6 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 2 6 2 2 2 2 Mvmt Flow 8 38 36 453 541 17 Major/Minor Minor2 Major1 Conflicting Flow All 1072 547 564 0 - 0 Stage 1 547 - - - - - Stage 2 525 - - - - - Critical Hdwy 6.42 6.26 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.354 2.218 - - - Pot Cap-1 Maneuver 244 529 1008 - - - Stage 1 580 - - - - - Stage 2 593 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 230 526 1002 - - - Mov Cap-2 Maneuver 230 - - - - - Stage 1 549 - - - - - Stage 2 589 - - - - - Approach EB NIB SB HCM Control Delay,s 14.4 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1002 - 428 - - HCM Lane V/C Ratio 0.036 - 0.107 - - HCM Control Delay(s) 8.7 0 14.4 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.4 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBA NBL NBT NBR SBL VSBW SBR Lane Configurations 4 r Traffic Volume(veh/h) 265 0 64 6 3 10 52 409 5 8 499 200 Future Volume(veh/h) 265 0 64 6 3 10 52 409 5 8 499 200 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.97 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1811 1870 1411 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 273 0 66 6 3 10 54 422 5 8 514 206 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 6 2 33 2 2 2 2 2 2 2 Cap,veh/h 347 0 297 7 4 12 84 982 12 18 624 250 Arrive On Green 0.19 0.00 0.19 0.02 0.02 0.02 0.05 0.53 0.53 0.01 0.50 0.50 Sat Flow,veh/h 1781 0 1527 397 199 662 1781 1844 22 1781 1259 505 Grp Volume(v),veh/h 273 0 66 19 0 0 54 0 427 8 0 720 Grp Sat Flow(s),veh/h/In 1781 0 1527 1258 0 0 1781 0 1866 1781 0 1764 Q Serve(g_s),s 9.8 0.0 2.5 1.0 0.0 0.0 2.0 0.0 9.4 0.3 0.0 23.5 Cycle Q Clear(g_c),s 9.8 0,0 2.5 1.0 0.0 0.0 2.0 0.0 9.4 0.3 0.0 23.5 Prop In Lane 1.00 1.00 0.32 0.53 1.00 0.01 1.00 0.29 Lane Grp Cap(c),veh/h 347 0 297 22 0 0 84 0 994 18 0 875 V/C Ratio(X) 0.79 0.00 0.22 0.85 0.00 0.00 0.64 0.00 0.43 0.44 0.00 0.82 Avail Cap(c_a),veh/h 607 0 520 75 0 0 237 0 1036 237 0 993 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 25.8 0.0 22.9 33.1 0.0 0.0 31.6 0.0 9.6 33.2 0.0 14.5 Incr Delay(d2),s/veh 3.0 0.0 0.3 38.4 0.0 0.0 4.9 0.0 0.7 9.6 0.0 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.2 0.0 0.8 0.5 0.0 0.0 0.9 0.0 3.3 0.2 0.0 9.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.8 0.0 23.1 71.5 0.0 0.0 36.5 0.0 10.2 42.8 0.0 20.3 LnGrp LOS C A C E A A D A B D A C Approach Vol,veh/h 339 19 481 728 Approach Delay,s/veh 27.7 71.5 13.2 20.6 Approach LOS C E B C Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 7.2 38.0 5.2 4.7 40.5 17.2 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 4.0 25.5 3.0 2.3 11.4 11.8 Green Ext Time(p_c),s 0.0 8.0 0.0 0.0 8.5 1.1 Intersection Summary HCM 6th Ctrl Delay 20.5 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Int Intersection Delay,slveh 8.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,vehlh 3 211 19 7 130 32 12 5 5 30 9 4 Future Vol,veh/h 3 211 19 7 130 32 12 5 5 30 9 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles,% 2 2 11 2 2 3 2 20 2 4 2 2 Mvmt Flow 3 232 21 8 143 35 13 5 5 33 10 4 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB NB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.1 8.5 8.1 8.4 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 55% 1% 4% 70% Vol Thru,% 23% 91% 77% 21% Vol Right, % 23% 8% 19% 9% Sign Control Stop Stop atop Stop Traffic Vol by Lane 22 233 169 43 LT Vol 12 3 7 30 Through Vol 5 211 130 9 RT Vol 5 19 6132 4 Lane Flow Rate 24 256 186 47 Geometry Grp 1 1 1 1 Degree of Util(X) 0.033 0.303 0.22 0.066 Departure Headway(Hd) 4.931 4.26 4.272 5.043 Convergence,Y/N Yes Yes Yes Yes Cap 726 848 843 711 Service Time 2.96 2.273 2.287 3.069 HCM Lane V/C Ratio 0.033 0.302 0.221 0.066 HCM Control Delay 8.1 9.1 8.5 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 1.3 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 6 HCM 6th TWSC 7: Stafford Road & North LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 1' Traffic Vol,veh/h 66 19 18 460 542 62 Future Vol,veh/h 66 19 18 460 542 62 Conflicting Peds,#/hr 0 0 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 69 20 19 479 565 65 Major/Minor Minot Major1 Conflicting Flow All 1126 609 641 0 - 0 Stage 1 609 - - - - - Stage 2 517 - - - - - 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 227 495 943 - - - Stage 1 543 - - - - - Stage 2 598 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 218 490 933 - - - Mov Cap-2 Maneuver 218 - - - - - Stage 1 527 - - - - - Stage 2 592 - - - - - Approach EB NIB SB HCM Control Delay,s 27.2 0.3 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 933 - 249 - - HCM Lane V/C Ratio 0.02 - 0.356 - - HCM Control Delay(s) 8.9 - 27.2 - - HCM Lane LOS A - D - - HCM 95th%tile Q(veh) 0.1 - 1.5 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 7 HCM 6th TWSC 8: Overlook Drive & South LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol,veh/h 4 255 153 4 5 5 Future Vol,veh/h 4 255 153 4 5 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 4 266 159 4 5 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 163 0 - 0 435 161 Stage 1 - - - - 161 - Stage 2 - - - - 274 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1416 - - - 578 884 Stage 1 - - - - 868 - Stage 2 - - - - 772 - Platoon blocked,% - - - Mov Cap-1 Maneuver 1416 - - - 576 884 Mov Cap-2 Maneuver - - - - 576 - Stage 1 - - - - 865 - Stage 2 - - - - 772 - Approach EB WB SB HCM Control Delay,s 0.1 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL! WBT WBR SBLn1 Capacity(veh/h) 1416 - - - 698 HCM Lane V/C Ratio 0.003 - - - 0.015 HCM Control Delay(s) 7.5 0 - - 10.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Project(LORAC) Page 8 MOVEMENT SUMMARY V Site: 1 [2024 With LORAC SAT (Site Folder: Stafford Road / Atherton Drive -- Rosemont Road)] Saturday Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 31 2.0 32 2.0 0.465 7.8 LOS A 3.2 81.9 0.36 0.19 0.36 35.0 3 L2 28 2.0 29 2.0 0.465 7.8 LOS A 3.2 81.9 0.36 0.19 0.36 29.0 8 T1 318 2.0 331 2.0 0.465 7.8 LOS A 3.2 81.9 0.36 0.19 0.36 33.9 18 R2 172 2.0 179 2.0 0.465 7.8 LOS A 3.2 81.9 0.36 0.19 0.36 32.8 Approach 549 2.0 572 2.0 0.465 7.8 LOS A 3.2 81.9 0.36 0.19 0.36 33.3 East:Rosemont Road 1 L2 190 2.0 198 2.0 0.358 8.1 LOS A 1.8 45.7 0.59 0.54 0.59 32.5 6 T1 2 2.0 2 2.0 0.358 8.1 LOS A 1.8 45.7 0.59 0.54 0.59 25.8 16 R2 115 2.0 120 2.0 0.358 8.1 LOS A 1.8 45.7 0.59 0.54 0.59 31.3 Approach 307 2.0 320 2.0 0.358 8.1 LOS A 1.8 45.7 0.59 0.54 0.59 32.0 North:Stafford Road 7 L2 76 2.0 79 2.0 0.486 9.2 LOS A 3.0 76.4 0.58 0.47 0.58 33.4 4 T1 404 2.0 421 2.0 0.486 9.2 LOS A 3.0 76.4 0.58 0.47 0.58 33.2 14 R2 0 2.0 0 2.0 0.486 9.2 LOS A 3.0 76.4 0.58 0.47 0.58 26.8 Approach 480 2.0 500 2.0 0.486 9.2 LOS A 3.0 76.4 0.58 0.47 0.58 33.2 West:Atherton Drive 5 L2 6 2.0 6 2.0 0.044 6.2 LOS A 0.2 4.2 0.60 0.53 0.60 28.4 2 T1 6 2.0 6 2.0 0.044 6.2 LOS A 0.2 4.2 0.60 0.53 0.60 28.2 12 R2 15 2.0 16 2.0 0.044 6.2 LOS A 0.2 4.2 0.60 0.53 0.60 27.5 Approach 27 2.0 28 2.0 0.044 6.2 LOS A 0.2 4.2 0.60 0.53 0.60 27.8 All Vehicles 1363 2.0 1420 2.0 0.486 8.3 LOS A 3.2 81.9 0.50 0.37 0.50 32.8 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1PC I Processed:Thursday,March 10,2022 2:53:35 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 67 15 94 54 19 48 88 323 53 38 348 74 Future Volume(veh/h) 67 15 94 54 19 48 88 323 53 38 348 74 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.92 0.96 0.92 0.99 0.95 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 76 17 107 61 22 55 100 367 60 43 395 84 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 487 60 375 443 129 322 445 586 96 413 654 524 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.07 0.38 0.38 0.04 0.35 0.35 Sat Flow,veh/h 1257 206 1298 1211 445 1112 1781 1554 254 1781 1870 1500 Grp Volume(v),veh/h 76 0 124 61 0 77 100 0 427 43 395 84 Grp Sat Flow(s),veh/h/1n1257 0 1504 1211 0 1556 1781 0 1808 1781 1870 1500 Q Serve(g_s),s 2.0 0.0 2.7 1.7 0.0 1.6 1.5 0.0 8.1 0.6 7.4 1.6 Cycle Q Clear(g_c),s 3.6 0.0 2.7 4.4 0.0 1.6 1.5 0.0 8.1 0.6 7.4 1.6 Prop In Lane 1.00 0.86 1.00 0.71 1.00 0.14 1.00 1.00 Lane Grp Cap(c),veh/h 487 0 435 4F0 0 450 445 0 682 413 654 524 V/C Ratio(X) 0.16 0.00 0.29 0.14 0.00 0.17 0.22 0.00 0.63 0.10 0.60 0.16 Avail Cap(c_a),veh/h 838 0 854 781 0 884 1214 0 1648 557 996 799 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 12.6 0.0 11.6 13.3 0.0 11.2 8.4 0.0 10.7 8.2 11.3 9.5 Incr Delay(d2),s/veh 0.1 0.0 0.3 0.1 0.0 0.1 0.2 0.0 0.7 0.1 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.5 0.0 0.8 0.4 0.0 0.5 0.4 0.0 2.4 0.2 2.3 0.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 12.7 0.0 11.9 13.5 0.0 11.4 8.6 0.0 11.4 8.3 12.0 9.6 LnGrp LOS B A B B A B A A B A B A Approach Vol,veh/h 200 138 527 522 Approach Delay,s/veh 12.2 12.3 10.9 11.3 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s5.6 20.4 16.2 6.8 19.3 16.2 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax d 38.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+11.3,6; 10.1 5.6 3.5 9.4 6.4 Green Ext Time(p_c),s 0.0 4.7 0.8 0.3 3.5 0.5 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 0.8 Movement WBL WBBNIBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 29 11 453 25 13 447 Future Vol,veh/h 29 11 453 25 13 447 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 9 5 4 8 3 Mvmt Flow 31 12 487 27 14 481 Major/Minor Minor1 Major1 Conflicting Flow All 996 487 0 0 514 0 Stage 1 487 - - - - - Stage 2 509 - - - - - Critical Hdwy 6.42 6.29 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.381 - - 2.272 - Pot Cap-1 Maneuver 271 567 - - 1022 - Stage 1 618 - - - - - Stage 2 604 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 266 567 - - 1022 - Mov Cap-2 Maneuver 266 - - - - - Stage 1 618 - - - - - Stage 2 593 - - - - - Approach WB NIB SB HCM Control Delay,s 18.4 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 311 1022 - HCM Lane V/C Ratio - - 0.138 0.014 - HCM Control Delay(s) - - 18.4 8.6 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.5 0 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 31 19 436 438 13 Future Vol,veh/h 10 31 19 436 438 13 Conflicting Peds,#/hr 0 0 13 0 0 13 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 2 4 6 2 2 2 Mvmt Flow 11 33 20 464 466 14 Major/Minor Minor2 Major1 Conflicting Flow All 983 479 493 0 - 0 Stage 1 479 - - - - - Stage 2 504 - - - - - Critical Hdwy 6.42 6.24 4.16 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.336 2.254 - - - Pot Cap-1 Maneuver 276 583 1050 - - - Stage 1 623 - - - - - Stage 2 607 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 262 576 1037 - - - Mov Cap-2 Maneuver 262 - - - - - Stage 1 599 - - - - - Stage 2 600 - - - - - Approach EB NIB SB HCM Control Delay,s 13.9 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1037 - 446 - - HCM Lane V/C Ratio 0.019 - 0.098 - - HCM Control Delay(s) 8.5 0 13.9 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SB .61 Lane Configurations 4 r Traffic Volume(veh/h) 183 2 54 3 1 7 43 408 4 415 I 174 Future Volume(veh/h) 183 2 54 3 1 7 43 408 4 4 415 174 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 1.00 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1856 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 195 2 57 3 1 7 46 434 4 4 441 185 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 3 2 2 2 2 2 Cap,veh/h 298 3 256 5 2 12 82 920 8 10 565 237 Arrive On Green 0.17 0.17 0.17 0.01 0.01 0.01 0.05 0.50 0.50 0.01 0.46 0.46 Sat Flow,veh/h 1764 18 1519 440 147 1027 1767 1850 17 1781 1239 520 Grp Volume(v),veh/h 197 0 57 11 0 0 46 0 438 4 0 626 Grp Sat Flow(s),veh/h/In 1782 0 1519 1614 0 0 1767 0 1867 1781 0 1759 Q Serve(g_s),s 5.4 0.0 1.7 0.4 0.0 0.0 1.3 0.0 8.0 0.1 0.0 15.6 Cycle Q Clear(g_c),s 5.4 0.0 1.7 0.4 0.0 0.0 1.3 0.0 8.0 0.1 0.0 15.6 Prop In Lane 0.99 1.00 0.27 0.64 1.00 0.01 1.00 0.30 Lane Grp Cap(c),veh/h 301 0 256 18 0 0 82 0 928 10 0 802 V/C Ratio(X) 0.66 0.00 0.22 0.60 0.00 0.00 0.56 0.00 0.47 0.42 0.00 0.78 Avail Cap(c_a),veh/h 789 0 672 124 0 0 306 0 988 308 0 948 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 20.2 0.0 18.7 25.6 0.0 0.0 24.2 0.0 8.6 25.8 0.0 11.9 Incr Delay(d2),s/veh 1.8 0.0 0.3 18.0 0.0 0.0 3.6 0.0 0.8 16.6 0.0 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.1 0.0 0.5 0.2 0.0 0.0 0.6 0.0 2.6 0.1 0.0 5.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 22.0 0.0 19.0 43.5 0.0 0.0 27.8 0.0 9.4 42.3 0.0 16.3 LnGrp LOS C A B D A A C A A D A B Approach Vol,veh/h 254 11 484 630 Approach Delay,s/veh 21.3 43.5 11.2 16.5 Approach LOS C D B B Timer-Assigned Phs 1 2 4 5 6ii 8 Phs Duration(G+Y+Rc),s 6.4 28.2 4.6 4.3 30.3 12.8 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *28 4.0 9.0 27.5 23.0 Max Q Clear Time(g_c+I1),s 3.3 17.6 2.4 2.1 10.0 7.4 Green Ext Time(p_c),s 0.0 6.0 0.0 0.0 6.9 1.0 Intersection Summary HCM 6th Ctrl Delay 15.7 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Int Intersection Delay,slveh 8.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,vehlh 5 136 19 11 100 23 15 6 5 30 5 2 Future Vol,veh/h 5 136 19 11 100 23 15 6 5 30 5 2 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 186 26 15 137 32 21 8 7 41 7 3 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB ►►: SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 8.8 8.5 8.2 8.4 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 58% 3% 8% 81% Vol Thru,% 23% 85°/0 75% 14% Vol Right, % 19% 12% 17% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 26 160 134 37 LT Vol 15 5 =30 Through Vol 6 136 100 5 RT Vol 5 19 I'23 2 Lane Flow Rate 36 219 184 51 Geometry Grp 1 1 1 1 Degree of Util(X) 0.048 0.26 0.219 0.07 Departure Headway(Hd) 4.881 4.276 4.29 4.989 Convergence,Y/N Yes Yes Yes Yes Cap 734 842 839 718 Service Time 2.911 2.292 2.307 3.017 HCM Lane V/C Ratio 0.049 0.26 0.219 0.071 HCM Control Delay 8.2 8.8 8.5 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.2 1 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 6 HCM 6th TWSC 7: Stafford Road & North LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 0.9 Movement EBL UR NBL NBT SBT SBR Lane Configurations ver 1' Traffic Vol,veh/h 32 9 10 432 448 34 Future Vol,veh/h 32 9 10 432 448 34 Conflicting Peds,#/hr 0 0 17 0 0 17 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 35 10 11 470 487 37 Major/Minor Minor2 Major1 Conflicting Flow All 1015 523 541 0 - 0 Stage 1 523 - - - - - Stage 2 492 - - - - - 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 264 554 1028 - - - Stage 1 595 - - - - - Stage 2 615 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 253 545 1011 - - - Mov Cap-2 Maneuver 253 - - - - - Stage 1 579 - - - - - Stage 2 605 - - - - - Approach EB NIB SB HCM Control Delay,s 19.8 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1011 - 287 - - HCM Lane V/C Ratio 0.011 - 0.155 - - HCM Control Delay(s) 8.6 - 19.8 - - HCM Lane LOS A - C - - HCM 95th%tile Q(veh) 0 - 0.5 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 7 HCM 6th TWSC 8: Overlook Drive & South LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol,veh/h 3 174 179 2 2 2 Future Vol,veh/h 3 174 179 2 2 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 3 198 203 2 2 2 Major/Minor MajorT Major2 Minor2 -11111 Conflicting Flow All 205 0 - 0 408 204 Stage 1 - - - - 204 - Stage 2 - - - - 204 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1366 - - - 599 837 Stage 1 - - - - 830 - Stage 2 - - - - 830 - Platoon blocked,% - - - Mov Cap-1 Maneuver 1366 - - - 598 837 Mov Cap-2 Maneuver - - - - 598 - Stage 1 - - - - 828 - Stage 2 - - - - 830 - Approach EB WB SB HCM Control Delay,s 0.1 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBLIM WBT WBR SBLn1 Capacity(veh/h) 1366 - - - 698 HCM Lane V/C Ratio 0.002 - - - 0.007 HCM Control Delay(s) 7.6 0 - - 10.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekend SAT Peak Hour-2024 With Project(LORAC) Page 8 MOVEMENT SUMMARY Site: 1 [2024 With Both Projects AM (Site Folder: Stafford Road /Atherton Drive -- Rosemont Road)] Weekday AM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec veh ft mph South:Stafford Road 3u U 5 60.0 6 60.0 0.553 10.9 LOS B 4.2 110.6 0.37 0.19 0.37 32.7 3 L2 17 2.0 20 2.0 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 28.6 8 T1 433 5.0 503 5.0 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 33.4 18 R2 122 4.0 142 4.0 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 32.3 Approach 577 5.2 671 5.2 0.553 9.3 LOS A 4.2 110.6 0.37 0.19 0.37 33.0 East:Rosemont Road 1 L2 263 3.0 306 3.0 0.665 17.1 LOS C 6.6 169.9 0.82 1.07 1.50 28.8 6 T1 5 20.0 6 20.0 0.665 17.9 LOS C 6.6 169.9 0.82 1.07 1.50 23.4 16 R2 160 3.0 186 3.0 0.665 17.1 LOS C 6.6 169.9 0.82 1.07 1.50 27.9 Approach 428 3.2 498 3.2 0.665 17.1 LOS C 6.6 169.9 0.82 1.07 1.50 28.4 North:Stafford Road 7u U 1 2.0 1 2.0 0.428 8.8 LOS A 2.4 60.0 0.60 0.53 0.60 34.5 7 L2 47 2.0 55 2.0 0.428 8.8 LOS A 2.4 60.0 0.60 0.53 0.60 33.6 4 T1 295 2.0 343 2.0 0.428 8.8 LOS A 2.4 60.0 0.60 0.53 0.60 33.4 14 R2 5 2.0 6 2.0 0.428 8.8 LOS A 2.4 60.0 0.60 0.53 0.60 26.9 Approach 348 2.0 405 2.0 0.428 8.8 LOS A 2.4 60.0 0.60 0.53 0.60 33.3 West:Atherton Drive 5 L2 7 14.0 8 14.0 0.081 7.2 LOS A 0.3 7.8 0.60 0.57 0.60 28.1 2 T1 9 2.0 10 2.0 0.081 6.5 LOS A 0.3 7.8 0.60 0.57 0.60 28.2 12 R2 28 2.0 33 2.0 0.081 6.5 LOS A 0.3 7.8 0.60 0.57 0.60 27.5 Approach 44 3.9 51 3.9 0.081 6.6 LOS A 0.3 7.8 0.60 0.57 0.60 27.7 All Vehicles 1397 3.7 1624 3.7 0.665 11.5 LOS B 6.6 169.9 0.57 0.55 0.78 31.3 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:52:08 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive 03/10/2022 t I I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBIKSBL SBT SBR Lane Configurations '9 '9 '9 '9 + Traffic Volume(veh/h) 134 7 83 5 3 7 138 428 17 14 268 246 Future Volume(veh/h) 134 7 83 5 3 7 138 428 17 14 268 246 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.95 0.96 0.95 0.99 0.98 0.99 0.95 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1856 1870 1870 1870 1856 1826 1870 1870 1870 1870 Adj Flow Rate,veh/h 181 9 112 7 4 9 186 578 23 19 362 332 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Percent Heavy Veh, % 2 2 3 2 2 2 3 5 2 2 2 2 Cap,veh/h 511 32 398 412 139 312 485 785 31 321 682 549 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.10 0.45 0.45 0.02 0.36 0.36 Sat Flow,veh/h 1331 113 1412 1221 492 1108 1767 1742 69 1781 1870 1507 Grp Volume(v),veh/h 181 0 121 7 0 13 186 0 601 19 362 332 Grp Sat Flow(s),veh/h/1n1331 0 1526 1221 0 1600 1767 0 1811 1781 1870 1507 Q Serve(g_s),s 5.7 0.0 3.1 0.2 0.0 0.3 3.1 0.0 13.7 0.3 7.7 9.0 Cycle Q Clear(g_c),s 6.0 0.0 3.1 3.3 0.0 0.3 3.1 0.0 13.7 0.3 7.7 9.0 Prop In Lane 1.00 0.93 1.00 0.69 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 511 0 430 412 0 451 485 0 816 321 682 549 V/C Ratio(X) 0.35 0.00 0.28 0.02 0.00 0.03 0.38 0.00 0.74 0.06 0.53 0.60 Avail Cap(c_a),veh/h 771 0 729 651 0 765 1039 0 1425 430 838 675 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 15.2 0.0 14.1 15.4 0.0 13.1 8.7 0.0 11.3 9.1 12.6 13.0 Incr Delay(d2),s/veh 0.3 0.0 0.3 0.0 0.0 0.0 0.4 0.0 1.0 0.1 0.5 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Iril.6 0.0 1.0 0.1 0.0 0.1 0.9 0.0 4.1 0.1 2.6 2.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 15.5 0.0 14.3 15.4 0.0 13.1 9.1 0.0 12.3 9.1 13.1 13.8 LnGrp LOS B A BB A B A A B ABB Approach Vol,veh/h 302 20 787 713 Approach Delay,s/veh 15.1 13.9 11.5 13.3 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s4.9 27.1 18.2 9.3 22.8 18.2 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 39.5 24.0 21.0 22.5 24.0 Max Q Clear Time(g_c+111,3; 15.7 8.0 5.1 11.0 5.3 Green Ext Time(p_c),s 0.0 6.7 1.2 0.5 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 12.8 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 04/06/2022 Intersection Int Delay,s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ver + r Traffic Vol,veh/h 78 22 550 43 12 510 Future Vol,veh/h 78 22 550 43 12 510 Conflicting Peds,#/hr 2 2 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles,% 2 2 5 5 8 2 Mvmt Flow 92 26 647 51 14 600 Major/Minor Minor1 Majorl Major2 Conflicting Flow All 1277 649 0 0 698 0 Stage 1 647 - - - - - Stage 2 630 - - - - - Critical Hdwy 6.42 6.22 - - 4.18 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.272 - Pot Cap-1 Maneuver 184 470 - - 871 - Stage 1 521 - - - - - Stage 2 531 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 179 469 - - 871 - Mov Cap-2 Maneuver 179 - - - - - Stage 1 521 - - - - - Stage 2 517 - - - - - Approach WB NB SB HCM Control Delay,s 43.1 0 0.2 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 207 871 - HCM Lane V/C Ratio - - 0.568 0.016 - HCM Control Delay(s) - - 43.1 9.2 0 HCM Lane LOS - - E A A HCM 95th%tile Q(veh) - - 3.1 0 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 4 1 r Traffic Vol,veh/h 10 50 41 533 469 7 Future Vol,veh/h 10 50 41 533 469 7 Conflicting Peds,#/hr 0 0 7 0 0 7 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles,% 2 2 13 4 2 2 Mvmt Flow 12 60 49 642 565 8 Major/Minor Minor2 Major1 Conflicting Flow All 1312 572 580 0 - 0 Stage 1 572 - - - - - Stage 2 740 - - - - - Critical Hdwy 6.42 6.22 4.23 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.317 - - - Pot Cap-1 Maneuver 175 520 942 - - - Stage 1 565 - - - - - Stage 2 472 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 159 517 936 - - - Mov Cap-2 Maneuver 159 - - - - - Stage 1 516 - - - - - Stage 2 469 - - - - - Approach EB NIB SB HCM Control Delay,s 16.8 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 936 - 376 - - HCM Lane V/C Ratio 0.053 - 0.192 - - HCM Control Delay(s) 9.1 0 16.8 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0.2 - 0.7 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBR BL Lane Configurations 4 r Traffic Volume(veh/h) 262 0 66 0 1 0 64 506 1 405 Future Volume(veh/h) 262 0 66 0 1 0 64 506 1 1 405 283 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1856 1870 1870 1870 1870 1870 1870 1826 1870 1870 1870 1841 Adj Flow Rate,veh/h 282 0 71 0 1 0 69 544 1 1 435 304 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 2 2 2 2 2 2 5 2 2 2 4 Cap,veh/h 352 0 313 0 3 0 95 1015 2 3 517 362 Arrive On Green 0.20 0.00 0.20 0.00 0.00 0.00 0.05 0.56 0.56 0.00 0.50 0.50 Sat Flow,veh/h 1781 0 1585 0 1870 0 1781 1822 3 1781 1025 716 Grp Volume(v),veh/h 282 0 71 0 1 0 69 0 545 1 0 739 Grp Sat Flow(s),veh/h/In 1781 0 1585 0 1870 0 1781 0 1825 1781 0 1741 Q Serve(g_s),s 10.3 0.0 2.6 0.0 0.0 0.0 2.6 0.0 12.8 0.0 0.0 24.8 Cycle Q Clear(g_c),s 10.3 0.0 2.6 0.0 0.0 0.0 2.6 0.0 12.8 0.0 0.0 24.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.41 Lane Grp Cap(c),veh/h 352 0 313 0 3 0 95 0 1017 3 0 879 V/C Ratio(X) 0.80 0.00 0.23 0.00 0.36 0.00 0.72 0.00 0.54 0.38 0.00 0.84 Avail Cap(c_a),veh/h 603 0 537 0 110 0 236 0 1017 236 0 974 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 26.0 0.0 22.9 0.0 33.9 0.0 31.6 0.0 9.5 33.9 0.0 14.5 Incr Delay(d2),s/veh 3.2 0.0 0.3 0.0 42.8 0.0 6.2 0.0 1.1 47.7 0.0 6.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.3 0.0 0.9 0.0 0.0 0.0 1.2 0.0 4.4 0.1 0.0 10.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 29.2 0.0 23.2 0.0 76.7 0.0 37.8 0.0 10.6 81.5 0.0 21.4 LnGrp LOS C A C A E A D A B F A C Approach Vol,veh/h 353 1 614 740 Approach Delay,s/veh 28.0 76.7 13.6 21.4 Approach LOS C E B C Timer-Assigned Phs 1 2 - 4 5 6 8 Phs Duration(G+Y+Rc),s 7.6 38.8 4.1 4.1 42.3 17.4 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 4.6 26.8 2.0 2.0 14.8 12.3 Green Ext Time(p_c),s 0.0 7.5 0.0 0.0 10.3 1.2 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Intersection Intersection Delay,s/veh15.1 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 7 225 39 12 192 66 26 13 8 108 12 3 Future Vol,veh/h 7 225 39 12 192 66 26 13 8 108 12 3 Peak Hour Factor 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 Heavy Vehicles,% 2 2 3 2 3 3 4 2 2 2 8 2 Mvmt Flow 11 341 59 18 291 100 39 20 12 164 18 5 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB NB SB - Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 - 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 HCM Control Delay 16.2 15.9 10.6 12.5 HCM LOS Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 55% 3°/0 4% 88% Vol Thru,% I 28% 83°/0 71% 10% Vol Right, % 17% 14% 24% 2% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 47 271 270 123 LT Vol 26 7 12 108 Through Vol 13 225 192 12 RT Vol 8 39 66 3 Lane Flow Rate 71 411 409 186 Geometry Grp 1 1 1 1 Degree of Util(X) 0.13 0.605 0.597 0.329 Departure Headway(Hd) 6.557 5.307 5.257 6.355 Convergence,Y/N Yes Yes Yes Yes Cap 543 678 683 563 Service Time 4.645 3.363 3.315 4.427 HCM Lane V/C Ratio 0.131 0.606 0.599 0.33 HCM Control Delay 10.6 16.2 15.9 12.5 HCM Lane LOS BCC B HCM 95th-tile Q 0.4 4.1 4 1.4 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 6 HCM 6th TWSC 7: Stafford Road & North LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 1.4 Movement EBMIZ NBL NBT SBT SBR Lane Configurations ver 1' Traffic Vol,veh/h 31 9 18 563 517 64 Future Vol,veh/h 31 9 18 563 517 64 Conflicting Peds,#/hr 0 0 13 0 0 13 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles,% 2 2 2 5 2 2 Mvmt Flow 39 11 23 713 654 81 Major/Minor Minor2 Major1 Conflicting Flow All 1467 708 748 0 - 0 Stage 1 708 - - - - - Stage 2 759 - - - - - 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 141 435 861 - - - Stage 1 488 - - - - - Stage 2 462 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 134 430 850 - - - Mov Cap-2 Maneuver 134 - - - - - Stage 1 469 - - - - - Stage 2 456 - - - - - Approach EB NIB SB HCM Control Delay,s 37.9 0.3 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 850 - 159 - - HCM Lane V/C Ratio 0.027 - 0.318 - - HCM Control Delay(s) 9.4 - 37.9 - - HCM Lane LOS A - E - - HCM 95th%tile Q(veh) 0.1 - 1.3 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 7 HCM 6th TWSC 8: Overlook Drive & South LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol,veh/h 5 222 382 5 2 2 Future Vol,veh/h 5 222 382 5 2 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 2 2 9 2 2 2 Mvmt Flow 7 300 516 7 3 3 Major/Minor MajorT Major2 Minor2 Conflicting Flow All 523 0 - 0 834 520 Stage 1 - - - - 520 - Stage 2 - - - - 314 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1043 - - - 338 556 Stage 1 - - - - 597 - Stage 2 - - - - 741 - Platoon blocked,% - - - Mov Cap-1 Maneuver 1043 - - - 335 556 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 592 - Stage 2 - - - - 741 - Approach EB WB SB HCM Control Delay,s 0.2 0 13.7 HCM LOS B Minor Lane/Major Mvmt EBLIM WBT WBR SBLn1 Capacity(veh/h) 1043 - - - 418 HCM Lane V/C Ratio 0.006 - - - 0.013 HCM Control Delay(s) 8.5 0 - - 13.7 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday AM Peak Hour-2024 With Both Projects Page 8 MOVEMENT SUMMARY Site: 1 [2024 With Both Projects PM (Site Folder: Stafford Road /Atherton Drive -- Rosemont Road)] Weekday PM Peak Hour Site Category: (None) Roundabout Vehicle Movement Performance Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver. ID VOLUM FLOWS Satn Delay Service QUEUE Que Stop No. Speed [Total H Total HV] [Veh. Dist] Rate Cycles veh/h % veh/h % v/c sec eh ft mph South:Stafford Road 3u U 4 50.0 4 50.0 0.733 17.0 LOS C 13.4 342.0 0.78 0.82 1.20 30.3 3 L2 15 2.0 17 2.0 0.733 15.5 LOS C 13.4 342.0 0.78 0.82 1.20 26.5 8 T1 312 2.0 351 2.0 0.733 15.5 LOS C 13.4 342.0 0.78 0.82 1.20 30.6 18 R2 376 2.0 422 2.0 0.733 15.5 LOS C 13.4 342.0 0.78 0.82 1.20 29.7 Approach 707 2.3 794 2.3 0.733 15.5 LOS C 13.4 342.0 0.78 0.82 1.20 30.0 East:Rosemont Road 1 L2 202 3.0 227 3.0 0.393 8.5 LOS A 2.0 52.1 0.60 0.54 0.60 32.2 6 T1 4 2.0 4 2.0 0.393 8.5 LOS A 2.0 52.1 0.60 0.54 0.60 25.6 16 R2 111 2.0 125 2.0 0.393 8.5 LOS A 2.0 52.1 0.60 0.54 0.60 31.1 Approach 317 2.6 356 2.6 0.393 8.5 LOS A 2.0 52.1 0.60 0.54 0.60 31.7 North:Stafford Road 7u U 1 2.0 1 2.0 0.640 12.7 LOS B 7.8 197.6 0.71 0.71 0.99 32.2 7 L2 162 2.0 182 2.0 0.640 12.7 LOS B 7.8 197.6 0.71 0.71 0.99 31.4 4 T1 419 2.0 471 2.0 0.640 12.7 LOS B 7.8 197.6 0.71 0.71 0.99 31.3 14 R2 7 2.0 8 2.0 0.640 12.7 LOS B 7.8 197.6 0.71 0.71 0.99 25.6 Approach 589 2.0 662 2.0 0.640 12.7 LOS B 7.8 197.6 0.71 0.71 0.99 31.2 West:Atherton Drive 5 L2 4 2.0 4 2.0 0.084 7.7 LOS A 0.3 7.9 0.64 0.64 0.64 28.1 2 T1 20 2.0 22 2.0 0.084 7.7 LOS A 0.3 7.9 0.64 0.64 0.64 27.9 12 R2 16 2.0 18 2.0 0.084 7.7 LOS A 0.3 7.9 0.64 0.64 0.64 27.2 Approach 40 2.0 45 2.0 0.084 7.7 LOS A 0.3 7.9 0.64 0.64 0.64 27.6 All Vehicles 1653 2.2 1857 2.2 0.733 12.9 LOS B 13.4 342.0 0.72 0.72 1.00 30.7 Site Level of Service(LOS)Method: Delay&v/c(HCM 6). Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement. LOS F will result if v/c> 1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula(Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity:Traditional M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 I Copyright©2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:PBS ENGINEERING AND ENVIRONMENTAL INC. I Licence:PLUS/1 PC I Processed:Thursday,March 10,2022 2:53:24 PM Project: \\pbsenv.Ian\L\Projects\71000\71637\71637-004\Traffic\Documents\LOS\Recreation-Center\SIDRA\Stafford-Atherton-Rosemont.sip9 HCM 6th Signalized Intersection Summary 2: Stafford Road & Overlook Drive II 03/10/2022 t # Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 'Pi 'Pi '9 + Traffic Volume(veh/h) 99 30 131 22 20 39 68 321 18 58 434 69 Future Volume(veh/h) 99 30 131 22 20 39 68 321 18 58 434 69 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.94 0.99 0.97 0.98 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1841 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 103 31 136 23 21 41 71 334 19 60 452 72 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 493 84 369 405 159 310 406 661 38 481 697 570 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.38 0.38 0.05 0.37 0.37 Sat Flow,veh/h 1254 288 1265 1172 543 1061 1781 1749 99 1781 1870 1530 Grp Volume(v),veh/h 103 0 167 23 0 62 71 0 353 60 452 72 Grp Sat Flow(s),veh/h/1n1254 0 1553 1172 0 1604 1781 0 1848 1781 1870 1530 Q Serve(g_s),s 2.9 0.0 3.8 0.7 0.0 1.3 1.1 0.0 6.5 0.9 8.8 1.4 Cycle Q Clear(g_c),s 4.2 0.0 3.8 14.5 0.0 1.3 1.1 0.0 6.5 0.9 8.8 1.4 Prop In Lane 1.00 0.81 1.00 0.66 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 493 0 454 1405 0 468 406 0 699 481 697 570 V/C Ratio(X) 0.21 0.00 0.37 0.06 0.00 0.13 0.17 0.00 0.51 0.12 0.65 0.13 Avail Cap(c_a),veh/h 808 0 843 699 0 871 1159 0 2069 558 1375 1125 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 13.1 0.0 12.4 14.2 0.0 11.5 8.6 0.0 10.6 8.1 11.5 9.1 Incr Delay(d2),s/veh 0.2 0.0 0.4 0.0 0.0 0.1 0.2 0.0 0.4 0.1 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/Ir0.7 0.0 1.2 0.2 0.0 0.4 0.3 0.0 1.9 0.2 2.7 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 13.2 0.0 12.8 14.2 0.0 11.6 8.7 0.0 11.0 8.1 12.2 9.2 LnGrp LOS B A B B A B A A B A B A Approach Vol,veh/h 270 85 424 584 Approach Delay,s/veh 13.0 12.3 10.6 11.4 Approach LOS B B B B Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s6.1 21.2 16.9 6.3 21.0 16.9 Change Period(Y+Rc),s 4.0 4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax4,11 49.5 24.0 21.0 32.5 24.0 Max Q Clear Time(g_c+114, 8.5 6.2 3.1 10.8 6.5 Green Ext Time(p_c),s 0.0 4.0 1.2 0.2 5.0 0.3 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Both Projects Page 2 HCM 6th TWSC 3: Stafford Road & Bergis Road 03/10/2022 Intersection Int Delay,s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ver r' Traffic Vol,veh/h 58 13 464 51 22 552 Future Vol,veh/h 58 13 464 51 22 552 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 68 - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 4 2 2 2 5 2 Mvmt Flow 59 13 473 52 22 563 Major/Minor Minorl Majorl Conflicting Flow All 1080 473 0 0 525 0 Stage 1 473 - - - - - Stage 2 607 - - - - - Critical Hdwy 6.44 6.22 - - 4.15 - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.318 - - 2.245 - Pot Cap-1 Maneuver 239 591 - - 1027 - Stage 1 623 - - - - - Stage 2 540 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 232 591 - - 1027 - Mov Cap-2 Maneuver 232 - - - - - Stage 1 623 - - - - - Stage 2 523 - - - - - Approach WB NIB SB HCM Control Delay,s 24 0 0.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 261 1027 - HCM Lane V/C Ratio - - 0.278 0.022 - HCM Control Delay(s) - - 24 8.6 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 1.1 0.1 - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Both Projects Page 3 HCM 6th TWSC 4: Stafford Road & Sunny Hill Drive 03/10/2022 Intersection Int Delay,s/veh 0.9 Movement EBL EBR - - _ B' Lane Configurations ver 4 1 r Traffic Vol,veh/h 8 38 35 446 531 17 Future Vol,veh/h 8 38 35 446 531 17 Conflicting Peds,#/hr 0 0 6 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 60 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles,% 2 6 2 2 2 2 Mvmt Flow 8 39 36 455 542 17 Major/Minor Minor2 Major1 Conflicting Flow All 1075 548 565 0 - 0 Stage 1 548 - - - - - Stage 2 527 - - - - - Critical Hdwy 6.42 6.26 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.354 2.218 - - - Pot Cap-1 Maneuver 243 529 1007 - - - Stage 1 579 - - - - - Stage 2 592 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 229 526 1001 - - - Mov Cap-2 Maneuver 229 - - - - - Stage 1 548 - - - - - Stage 2 588 - - - - - Approach EB NIB SB HCM Control Delay,s 14.4 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1001 - 429 - - HCM Lane V/C Ratio 0.036 - 0.109 - - HCM Control Delay(s) 8.7 0 14.4 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0.1 - 0.4 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Both Projects Page 4 HCM 6th Signalized Intersection Summary 5: Stafford Road/McVey Avenue & South Shore Boulevard 03/10/2022 Movement EBL EBT EBR WBL WBT WBA NBL NBT NBR SBL VSBW SBR Lane Configurations 4 r Traffic Volume(veh/h) 265 0 64 6 3 10 53 410 5 8 500 200 Future Volume(veh/h) 265 0 64 6 3 10 53 410 5 8 500 200 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.97 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1811 1870 1411 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 273 0 66 6 3 10 55 423 5 8 515 206 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 6 2 33 2 2 2 2 2 2 2 Cap,veh/h 347 0 297 7 4 12 85 983 12 18 625 250 Arrive On Green 0.19 0.00 0.19 0.02 0.02 0.02 0.05 0.53 0.53 0.01 0.50 0.50 Sat Flow,veh/h 1781 0 1527 397 199 662 1781 1844 22 1781 1260 504 Grp Volume(v),veh/h 273 0 66 19 0 0 55 0 428 8 0 721 Grp Sat Flow(s),veh/h/In 1781 0 1527 1258 0 0 1781 0 1866 1781 0 1764 Q Serve(g_s),s 9.9 0.0 2.5 1.0 0.0 0.0 2.1 0.0 9.4 0.3 0.0 23.6 Cycle Q Clear(g_c),s 9.9 0,0 2.5 1.0 0.0 0.0 2.1 0.0 9.4 0.3 0.0 23.6 Prop In Lane 1.00 1.00 0.32 0.53 1.00 0.01 1.00 0.29 Lane Grp Cap(c),veh/h 347 0 297 22 0 0 85 0 995 18 0 875 V/C Ratio(X) 0.79 0.00 0.22 0.85 0.00 0.00 0.65 0.00 0.43 0.44 0.00 0.82 Avail Cap(c_a),veh/h 606 0 519 74 0 0 237 0 1035 237 0 991 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 25.9 0.0 22.9 33.1 0.0 0.0 31.6 0.0 9.6 33.3 0.0 14.5 Incr Delay(d2),s/veh 3.0 0.0 0.3 38.4 0.0 0.0 5.0 0.0 0.7 9.6 0.0 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.2 0.0 0.8 0.5 0.0 0.0 1.0 0.0 3.3 0.2 0.0 9.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.9 0.0 23.2 71.6 0.0 0.0 36.6 0.0 10.2 42.9 0.0 20.4 LnGrp LOS C A C E A A D A B D A C Approach Vol,veh/h 339 19 483 729 Approach Delay,s/veh 27.8 71.6 13.2 20.7 Approach LOS C E B C Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 7.2 38.0 5.2 4.7 40.5 17.2 Change Period(Y+Rc),s 4.0 *4.5 4.0 4.0 4.5 4.0 Max Green Setting(Gmax),s 9.0 *38 4.0 9.0 37.5 23.0 Max Q Clear Time(g_c+I1),s 4.1 25.6 3.0 2.3 11.4 11.9 Green Ext Time(p_c),s 0.0 8.0 0.0 0.0 8.5 1.1 Intersection Summary HCM 6th Ctrl Delay 20.5 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. User approved changes to right turn type. Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Both Projects Page 5 HCM 6th AWSC 6: Meadowlark Lane/Tree Top Lane & Overlook Drive 03/10/2022 Int Intersection Delay,s/veh 8.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 3 211 21 7 130 32 13 5 5 30 10 4 Future Vol,veh/h 3 211 21 7 130 32 13 5 5 30 10 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles,% 2 2 11 2 2 3 2 20 2 4 2 2 Mvmt Flow 3 232 23 8 143 35 14 5 5 33 11 4 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach RighNB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.2 8.5 8.2 8.4 HCM LOS A A A A Lane NBLn1 EBLn1WBLn1 SBLn1 Vol Left,% 57% 1% 4% 68% Vol Thru,% 22% 90°/0 77% 23% Vol Right, % 22% 9% 19% 9% Sign Control Stop Stop jtop Stop Traffic Vol by Lane 23 235 169 44 LT Vol 13 3 7 30 Through Vol 5 211 130 10 RT Vol 5 21 MI 32 4 Lane Flow Rate 25 258 186 48 Geometry Grp 1 1 1 1 Degree of Util(X) 0.035 0.306 0.221 0.068 Departure Headway(Hd) 4.949 4.261 4.28 5.048 Convergence,Y/N Yes Yes Yes Yes Cap 723 844 841 710 Service Time 2.98 2.278 2.298 3.077 HCM Lane V/C Ratio 0.035 0.306 0.221 0.068 HCM Control Delay 8.2 9.2 8.5 8.4 HCM Lane LOS A A A A HCM 95th-tile Q 0.1 1.3 0.8 0.2 Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Both Projects Page 6 HCM 6th TWSC 7: Stafford Road & North LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ver 1' Traffic Vol,veh/h 66 19 18 462 545 62 Future Vol,veh/h 66 19 18 462 545 62 Conflicting Peds,#/hr 0 0 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 69 20 19 481 568 65 Major/Minor Minor2 Major1 Conflicting Flow All 1131 612 644 0 - 0 Stage 1 612 - - - - - Stage 2 519 - - - - - 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 225 493 941 - - - Stage 1 541 - - - - - Stage 2 597 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 216 488 931 - - - Mov Cap-2 Maneuver 216 - - - - - Stage 1 525 - - - - - Stage 2 591 - - - - - Approach EB NIB SB HCM Control Delay,s 27.5 0.3 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 931 - 247 - - HCM Lane V/C Ratio 0.02 - 0.358 - - HCM Control Delay(s) 8.9 - 27.5 - - HCM Lane LOS A - D - - HCM 95th%tile Q(veh) 0.1 - 1.6 - - Lake Oswego Parks and Recreation Synchro 10 Report by PBS Weekday PM Peak Hour-2024 With Both Projects Page 7 HCM 6th TWSC 8: Overlook Drive & South LORAC Driveway 03/10/2022 Intersection Int Delay,s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol,veh/h 4 255 153 4 5 5 Future Vol,veh/h 4 255 153 4 5 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 4 266 159 4 5 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 163 0 - 0 435 161 Stage 1 - - - - 161 - Stage 2 - - - - 274 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1416 - - - 578 884 Stage 1 - - - - 868 - Stage 2 - - - - 772 - Platoon blocked,% - - - Mov Cap-1 Maneuver 1416 - - - 576 884 Mov Cap-2 Maneuver - - - - 576 - Stage 1 - - - - 865 - Stage 2 - - - - 772 - Approach EB WB SB HCM Control Delay,s 0.1 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL! WBT WBR SBLn1 Capacity(veh/h) 1416 - - - 698 HCM Lane V/C Ratio 0.003 - - - 0.015 HCM Control Delay(s) 7.5 0 - - 10.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - -