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Date: May 1, 2020 Prepared for: Allison Way Apartments Traffic Impact Analysis Woodburn, Oregon Pacific VaJlcy Apartments, LLC West Coast Home Solu tions, LLC Prepared by: Jessica Hijar Brian Davis Daniel Stumpf, PE LANCASTER ENGINEERING 321 SW 4th Ave., Suite 400 I Portland, OR 97204 I [PHONE REDACTED] l lancasterengineering.com ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis ii Table of Contents Executive Summary 1 Introduction 2 Project Area Description 4 Supporting Transportation Facilities 4 Study Intersections 4 Site Trips 6 Trip Generation 6 Trip Distribution 6 Interchange Management Area Overlay District 12 Traffic Volumes 13 Existing Conditions 13 Background Conditions 14 Buildout 14 Safety Analysis 25 Crash Data Analysis 25 Preliminary Traffic Signal Warrants 27 Marked Crosswalks 28 Operational 29 Capacity Analysis 29 Conclusions 32 Appendix 33 ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis iii Table of Figures Figure 1: Aerial Image of Site Vicinity 3 Figure 2: Study Intersection Configurations 5 Figure 3: Site Trip Assignment & Distribution – Phase 1 AM 8 Figure 4: Site Trip Assignment & Distribution - Phase 1 PM 9 Figure 5: Site Trip Assignment & Distribution - Phase 1 & 2 10 Figure 6: Site Trip Assignment & Distribution - Phase 1 & 2 PM 11 Figure 7: Interchange Management Area Boundary and Subareas 12 Figure 8: Year 2020 Existing Traffic Volumes AM 15 Figure 9: Year 2020 Existing Traffic Volumes PM 16 Figure 10: Year 2022 Background Traffic Volumes AM 17 Figure 11: Year 2022 Background Traffic Volumes PM 18 Figure 12: Year 2022 Traffic Volumes + Phase 1 AM 19 Figure 13: Year 2022 Traffic Volumes + Phase 1 PM 20 Figure 14: Year 2024 Traffic Volumes + Phase 1 & 2 AM 21 Figure 15: Year 2024 Traffic Volumes + Phase 1 & 2 PM 22 Figure 16: Year 2034 Planning Horizon + Phase 1 & 2 AM 23 Figure 17: Year 2034 Planning Horizon + Phase 1 & 2 PM 24 Table of Tables Table 1 - Summary of Study Area Roadways 4 Table 2 - Summary of Study Area Intersections 4 Table 3 - Trip Generation Summary 6 Table 4 - Growth Rate Assumptions 13 Table 5 - Crash Type Summary 26 Table 6 - Crash Severity and Rate Summary 26 Table 7 - Intersection Operational Analysis Summary – City of Woodburn Intersections 30 Table 8 - Intersection Capacity Analysis Summary – ODOT Intersections 31 ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 1 Executive Summary 1. A 586-unit apartment complex is proposed to be located on tax lots 052W1402000, 052W142100, and 052W142300 in Woodburn, Oregon. The proposed development will be built in two phases over a period of four years. 2. The trip generation calculations show that the proposed development will generate a total of 211 trips during the morning peak hour, 258 trips during the evening peak hour, and 3,188 trips on a typical weekday. 3. The projected number of site trips is well below the Interchange Area Management threshold for the two tax lots, which is 495 peak hour trips. 4. The intersecion of OR 214 at Evergreen Road is calculated to have a crash rate above 1.0. Based on the high number of southbound left-turn collisions, it is recommended that the eastbound and westbound left-turn movements be altered to protected only mode. Based on the review of crash history, no design flaws or deficiencies are evident at any other intersections. 5. Pedestrian crossing warning signs should be installed for all proposed marked crosswalks at non- intersection locations and adequate visibility should be provided by parking prohibitions. 6. Preliminary traffic signal warrants are met at the intersection of Evergreen Road at Stacey Allison Way under year 2022 background conditions, without the addition of site trips from the proposed development. Capacity analysis results show this intersection exceeds the City of Woodburn performance thresholds under the year 2034 planning horizon, which is ten years after the full buildout of the proposed development. While there is no mitigation in the City’s TSP, an alternative route on Harvard Drive is planned to be improved which may aleviate some of the congestion along Evergreen Road. 7. Preliminary traffic signal warrants are met at the intersection of Evergreen Road at Hayes Street under year 2024 traffic conditions with the addition of site trips from Phases 1 and 2 of the proposed development. Capacity analysis results show this intersection exceeds the City of Woodburn performance thresholds under year 2022 background conditions, prior to the addition of site trips from the proposed development. Mitigation for this intersection is discussed in the Smith Creek TIS, which includes adding a southbound left-turn and a northbound receving lane. 8. Similar to the Smith Creek development, a proportional share contribution to determine potential tranpsortation related mitigation measures is proposed for the subject development. 9. No other study intersections meet traffic signal warrants under any analysis scenario. 10. All other study intersections are projected to operate acceptably per ODOT and City of Woodburn standards. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 2 Introduction The purpose of this study is to provide an analysis of potential traffic impacts of a proposed 586-unit apartment complex, to be located on tax lots 052W1402000, 052W142100, and 052W142300, on the surrounding transportation system and to recommend any required mitigative measures. The proposed development will be built in two phases of equal size, with each buildout taking approximately two years. The analysis includes an estimate of trip generation and distribution of the proposed development as well as an operational analysis. An aerial image of the site vicinity is shown in Figure 1 on page 3 with the project site highlighted in yellow. According to the requirements for a traffic study outlined in the Analysis Procedures Manual1, ODOT requires analysis at all state highway intersections that will increase by either 50 peak hour trips or 300 ADT. The scope of work has been coordinated with both local and state jurisdictions and includes the following intersections: 1. Evergreen Road at Hooper Street 2. Evergreen Road at Hayes Street 3. Evergreen Road at Stacey Allison Way 4. OR 214 at I-5 Southbound ramps 5. OR 214 at I-5 Northbound ramps 6. OR 214 at Lawson Avenue 7. OR 214 at Evergreen Road 8. OR 214 at Oregon Way 1 ODOT Transportation Planning Analysis Unit, Analysis Procedures Manual (APM), April 2020 ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 3 Figure 1: Aerial Image of Site Vicinity ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 4 Project Area Description The site is located north of Parr Road NE, east of Interstate 5, and west of Evergreen Road. Surrounding uses include residential uses to the east, agricultural land to the south, and undeveloped land/Interstate 5 to the north and west. Supporting Transportation Facilities There are seven study roadways near the site that are anticipated to carry the majority of site trips to and from the proposed development. The characteristics of these roadways are summarized in Table 1. Table 1 - Summary of Study Area Roadways Street Name Jurisdiction Classification Speed (MPH) Curbs Side- walks On-Street Parking Bike Lanes Evergreen Road Woodburn Minor Arterial 25 Partial Partial No Partial Hooper Street Woodburn Local Road 25 Yes Yes No Yes Hayes Street Woodburn Service Collector /Local Road 25 Partial Partial Partial Partial Stacey Allison Way Woodburn Service Collector 25 Partial Partial No Partial OR 214 ODOT District Highway 30-35 Yes Yes No Yes Lawson Avenue Woodburn Local Road 20 Yes Yes No No Oregon Way Woodburn Access Street 25 Partial Partial No No Study Intersections Through coordination with the ODOT and the City of Woodburn, eight study intersections were identified for evaluation. The existing characteristics of these intersections are summarized in Table 2. The existing and proposed intersection configurations are shown in Figure 2 on page 5. Table 2 - Summary of Study Area Intersections Intersection Geometry Control Type Phasing/Stopped Approaches Evergreen Road at Hooper Street 3-legged Stop Sign Eastbound Stop Controlled Evergreen Road at Hayes Street 4-legged Stop Sign All-Way Stop Controlled Evergreen Road at Stacey Allison Way 3-legged Stop Sign Eastbound Stop Controlled OR 214 at I-5 Southbound ramps 4-legged Signalized Protected Southbound Lefts OR 214 at I-5 Northbound ramps 4-legged Signalized Protected Northbound Lefts OR 214 at Lawson Avenue 3-legged Stop Sign Northbound Stop Controlled OR 214 at Evergreen Road 4-legged Signalized Protected North& Southbound Lefts, Protected/Permissive East and Westbound Lefts OR 214 at Oregon Way 4-legged Signalized Protected Lefts ---PAGE BREAK--- ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 6 Site Trips Trip Generation To estimate the number of trips that will be generated by the site, trip rates from the Trip Generation Manual2 were used. Trip rates for land-use code #221, Multi-Family Housing (Mid-Rise), were used to estimate the trip generation based on the number of proposed dwelling units. The trip generation calculations show that the proposed development will generate a total of 211 trips during the morning peak hour, 258 trips during the evening peak hour, and 3,188 trips on a typical weekday. The trip generation calculation results are summarized in Table 3. Table 3 - Trip Generation Summary Land Use Code Size Morning Peak Hour Evening Peak Hour Weekday Total In Out Total In Out Total 221 – Multifamily Housing (Mid-Rise) 586 units 55 156 211 157 101 258 3,188 Trip Distribution The directional distribution of site trips to and from the proposed development was estimated based on locations of likely trip destinations, locations of major transportation facilities in the site vicinity, and existing travel patterns at the study intersections. Since a significant number of parking is provided along the eastern edge of the site, it is anticipated that 70% of site trips will enter/exit the site via Hooper Street and 30% of site trips will enter/exit the site via Stacey Allison Way. The following trip distribution was estimated and used for analysis:  Approximately 50% of site trips will travel to/from the north along Interstate 5.  Approximately 20% of site trips will travel to/from the east along OR 214.  Approximately 10% of site trips will travel to/from the south along Interstate 5.  Approximately 10% of site trips will travel to/from the west along OR 214.  Approximately 5% of site trips will travel to/from the east along Hayes Street.  Approximately 5% of site trips will travel to/from the retail and restaurants near Stacey Allison Way and Lawson Avenue. The site trip assignment and distribution for Phase 1 during the morning and evening peak hours is shown in Figure 3 on page 8 and Figure 4 on page 9, respectively. The site trip assignment and distribution for Phase 1 2 Institute of Transportation Engineers (ITE), Trip Generation Manual, 10th Edition, 2017. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 7 and 2 during the morning and evening peak hours is shown in Figure 5 on page 10 and Figure 6 on page 11, respectively. ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 12 Interchange Management Area Overlay District The purpose of the Interchange Management Overlay District (IMA) is to preserve the long-term capacity of the I-5/Highway 214 Interchange. The vehicle trip budget identifies by parcel the maximum amount of peak hour trips for each parcel within the IMA and is intended to be high enough to accommodate peak hour trips anticipated by the Woodburn Comprehensive Plan and the Transportation System Plan, but low enough to restrict unplanned vehicle trips that could adversely affect the I-5/Hwy 214 Interchange. A figure showing the area boundary and labeled subareas, found within the Woodburn Development Ordinance, is shown below. Figure 7: Interchange Management Area Boundary and Subareas Parcel 052W1423000 is located within subarea K and has a vehicle trip budget of 231 peak hour vehicle trips. Parcels 052W1402000 and 052W12C0210 are located within subarea L and has a vehicle trip budget of 264 peak hour vehicle trips. For these three parcels of land, the total maximum peak hour vehicle trip budget is 495. The proposed development is projected to generate 211 trips during the morning peak hour and 258 trips during the evening peak hour, which is well below the threshold. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 13 Traffic Volumes Existing Conditions Traffic counts were conducted at the study intersections on Tuesday, July 23, 2019 between 6:00 AM and 9:00 AM and between 3:00 PM and 6:00 PM. Each intersection’s respective morning and evening peak hours were used for analysis. The existing morning and evening peak hour traffic volumes at the study intersections are shown in Figure 8 on page 15 and Figure 9 on page 16, respectively. Per the requirements established in ODOT’s Analysis Procedures Manual (APM), a seasonal adjustment factor was calculated and applied to OR 214’s through movement traffic volumes to reflect the 30th highest hour volumes along the ODOT facility. Utilizing ODOT’s seasonal trend table, an adjustment factor of 1.018, based on a commuter trend, was calculated. Additionally, one year of growth was added to the collected traffic volumes to estimate the current year 2020 volumes. Future traffic volumes for ODOT highways were projected in conformance with the requirements established in ODOT’s APM. Growth rates along ODOT facilities were calculated based on data from ODOT’s Future Volume Table. The following tables summarizes the growth rates used for analysis. Table 4 - Growth Rate Assumptions Facility Growth Rate OR 214 0.4% per year (linear) City of Woodburn Roadways 2% per year (compounded) The traffic counts were collected during the summer when local schools were closed. In order to reflect traffic conditions when school is in session, additional trips corresponding to the following schools (determined based on school boundary maps) were added to the applicable study intersections:  Nellie Muir Elementary School (473 students during 2016-2017)  Heritage Elementary School (892 students during 2019-2020)  Valor Middle School (671 students during 2017-2018)  Woodburn High School (1,442 students during 2016-2017) It should be noted that trips were only added to the applicable non-ODOT turning movements where ODOT’s seasonal adjustment factors weren’t applied. The seasonable adjustment factor adjusts traffic volumes to the 30th highest hour of traffic during the year, and therefore already accounts for traffic associated with school trips on the transportation system. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 14 Background Conditions Each growth rate was applied over a three-year period to estimate year 2022 background conditions before accounting for trips generated by the proposed development. In‐Process Development In process trips associated with the previously approved Smith Creek Development were added to the background volumes in order to represent future traffic volumes at the study intersections prior to the approval of the proposed development. Although the projected buildout date for the Smith Creek Development is 2025, in-process trips were added to the year 2022 background volumes in order to maintain a conservative analysis of near-term future traffic conditions. The year 2022 background traffic conditions during the morning and evening peak hours are shown in Figure 10 on page 17 and Figure 11 on page 18, respectively. Buildout Conditions The proposed 586-unit apartment complex is expected to be built in two phases, with each phase taking approximately two years to complete. The first phase will consist of approximately 180 units is the northern portion of the site and the second phase will consist of 406 units in the southern portion of the site. Therefore, two buildout scenarios were analyzed within this report: the year 2022 with the addition of site trips associated with Phase 1 and the year 2024 traffic conditions with the addition of site trips associated with Phases 1 and 2. The year 2022 traffic volumes with the addition of site trips from Phase 1 are shown in Figure 12 on page 19 and Figure 13 on page 20. The year 2024 traffic volumes with the addition of site trips from Phase 1 and 2 are shown in Figure 14 on page 21 and Figure 15 on page 22. According to ODOT’s Development Review Guidelines, the future year analysis for a multi-phased development with a daily trip generation between 3,000 and 4,999 ADT should include the year of each phase opening as well as ten years beyond the projected full buildout of the site. Therefore, the year 2034 traffic conditions with the addition of site trips from the full buildout of the proposed development were included in this analysis. The year 2034 planning horizon traffic volumes, which include all site trips from the proposed development, are shown in Figure 16 on page 23 and Figure 17 on page 24 for the morning and evening peak hour, respectively. ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 25 Safety Analysis Crash Data Analysis Using data obtained from the ODOT’s Crash Analysis and Reporting Unit, a review of the most recent available five years of crash history (January 2013 to December 2017) at the study intersections was performed. The crash data was evaluated based on the number of crashes, the type of collisions, the severity of the collisions, and the resulting crash rate for the intersection. Crash rates provide the ability to compare safety risks at different intersections by accounting for both the number of crashes that have occurred during the study period and the number of vehicles that typically travel through the intersection. Crash rates were calculated using the common assumption that traffic counted during the evening peak hour presents approximately 10 percent of the annual average daily traffic (AADT) at the intersection. Crash rates in excess of 1.0 crashes per million entering vehicles (CMEV) may be indicative of design deficiencies and therefore require a need for further investigation and possible mitigation. With regard to crash severity, ODOT classifies crashes in the following categories:  Property Damage Only (PDO);  Possible Injury – Complaint of Pain (Injury  Non-Incapacitating Injury (Injury  Incapacitating Injury – Bleeding, Broken Bones (Injury and  Fatality or Fatal Injury. Additionally, the study intersections along OR 214 are ODOT facilities which adhere to the crash analysis methodologies within ODOT’s Analysis Procedures Manual (APM). According to the APM, intersections which experience crash rates in excess of their respective 90th percentile crash rates should be “flagged for further analysis”. Exhibit 4-1: Intersection Crash Rates per MEV by Land Type and Traffic Control of the APM indicates a 90th percentile crash rate of 0.86 CMEV and 0.29 CMEV for four-legged, signalized intersections and three-legged, unsignalized intersections, respectively, in urban areas. Table 5 provides a summary of crash types while Table 6 summarizes crash severities and rates for each of the study intersections. The crash rates that exceed their applicable thresholds of safety are reported in bold text. Detailed ODOT crash reports are included in the technical appendix to this report. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 26 Table 5 - Crash Type Summary Intersection Crash Type Total Rear End Turn Angle Fixed Object Back Head Ped Bike Evergreen Road at Hooper Street 0 0 0 0 0 0 0 0 0 Evergreen Road at Hayes Street 1 0 2 0 0 0 0 0 3 Evergreen Road at Stacey Allison Way 0 5 0 0 0 0 1 0 6 OR 214 at I-5 Southbound ramps 4 9 0 1 0 1 0 0 15 OR 214 at I-5 Northbound ramps 9 24 0 0 1 0 0 0 34 OR 214 at Lawson Avenue 3 0 0 0 0 0 0 1 4 OR 214 at Evergreen Road 16 32 3 0 0 0 1 0 52 OR 214 at Oregon Way 2 18 2 0 0 0 0 0 22 Table 6 - Crash Severity and Rate Summary Intersection Crash Severity Total AADT Crash Rate PDO C B A Fatal Evergreen Road at Hooper Street 0 0 0 0 0 0 1080 0.00 Evergreen Road at Hayes Street 1 1 1 0 0 3 9490 0.17 Evergreen Road at Stacey Allison Way 4 2 0 0 0 6 8970 0.37 OR 214 at I-5 Southbound ramps 5 7 2 1 0 15 30500 0.27 OR 214 at I-5 Northbound ramps 18 14 2 0 0 34 30380 0.61 OR 214 at Lawson Avenue 2 1 1 0 0 4 26950 0.08 OR 214 at Evergreen Road 23 20 6 3 0 52 26620 1.07 OR 214 at Oregon Way 7 8 7 0 0 22 22430 0.54 Crashes involving vulnerable users, resulting in a high crash severity (Injury A or Fatality), and associated with the intersection of OR 214 at Evergreen Road are discussed further below. Vulnerable User Collisions Two pedestrian-related crashes were reported at the intersections of Evergreen Road at Stacey Allison Way and OR 214 at Evergreen Road. Both pedestrian collisions were caused by drivers not yielding to pedestrian right-of-way. One crash resulted in an incapacitating injury and one resulted in a possible injury. All injuries were sustained by the pedestrian involved in the collision. A bicycle-related crash was reported at the intersection of OR 214 at Lawson Avenue. The bicycle collision was caused by a driver not yielding to the bicyclist’s right-of-way. The bicyclist sustained a non-incapacitating injury. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 27 High Severity Collisions A turning movement collision at the I-5 southbound ramp intersection was caused by the driver of a westbound vehicle on OR 214 who disregarded the traffic signal. The driver that caused the collision suffered a non-incapacitating injury while the driver of the other vehicle sustained an incapacitating injury. A rear-end collision at the intersection of OR 214 at Evergreen Road was caused by the driver of a westbound vehicle following too close to another vehicle. The crash resulted in an incapacitating injury and possible injury. A turning movement collision at the intersection of OR 214 at Evergreen Road was caused by the driver of a vehicle turning left in front of traffic with no right-of-way. The driver sustained an incapacitating injury. The fourth crash which resulted in an incapacitating injury was discussed previously within the vulnerable user section. Crash Rate Analysis The intersection of OR 214 at Evergreen Road has a calculated crash rate above 1.0 and ODOT’s 90th percentile crash rate of 0.86. A total of 52 collisions were reported at the intersection during the analysis period. Over thirty percent of these crashes were angle-type collisions between a southbound left-turning vehicle and an eastbound through vehicle. These crashes were caused by the left-turning vehicle turning in front of traffic with no right-of-way. It is expected that this occurs due to the flashing yellow arrow which allows for permissive turning movements. Vehicles may not be adequately estimating the time gap needed to cross the intersection safely. Based on the Protected Only Left-Turn Mode requirements found in ODOT’s Traffic Signal Policy and Guidelines, “protected only left-turn mode should be provided when crash history indicates five or more crashes involving left-turn movements per approach in a consecutive 12-month period within the last three years.” Left-turn collisions for this specific movement account for five crashes in 2017, three crashes in 2016, and eight crashes in 2015. Left-turns should also be provided when u-turns are permitted, which is also the case. It is recommended that the eastbound and westbound left-turn movements be altered to protected only mode. Based on a review of the crash data, all other study intersections do not show any signs of design flaws or a need for mitigation. Preliminary Traffic Signal Warrants Traffic signal warrants were examined for all unsignalized study intersections based on the methodologies in the Manual on Uniform Traffic Control Devices (MUTCD). This includes the intersections of Evergreen Road at Hooper Street, Evergreen Road at Hayes Street, and Evergreen Road at Stacey Allison Way. Warrant 1, Eight Hour Vehicular Volumes, was used from the MUTCD published by the Federal Highway Administration in 2009. Warrants were evaluated based on the common assumption that traffic counted during the evening peak hour represents ten percent of the ADT. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 28 Preliminary traffic signal warrants are met at the intersection of Evergreen Road at Stacey Allison Way under year 2022 background conditions, without the addition of site trips from the proposed development. Additionally, preliminary traffic signal warrants are met at the intersection of Evergreen Road at Hayes Street under year 2024 traffic conditions with the addition of site trips from Phases 1 and 2 of the proposed development. Detailed information on the traffic signal warrant analysis is included in the attached appendix. Marked Crosswalks Two crossings are proposed across Hooper Street, which will allow residents in the southern portion of the site to access the clubhouse and amenities on the northern portion of the site. Standards for crosswalks are discussed below. The Manual of Uniform Traffic Control Devices for Highways and Streets states that, “new marked crosswalks alone, without other measures to reduce traffic speeds, shorten crossing distances, enhance driver awareness of the crossing, and/or provide active warning of pedestrian presence, should not be installed across uncontrolled roadways where the speed limit exceeds 40 mph and either the roadway has four or more lanes of travel without a raised median or pedestrian refuge island and an ADT of 12,000 vehicles per day or greater; or the roadway has four or more lanes of travel with a raised median or pedestrian refuge island and an ADT of 15,000 vehicles per day or greater.” Hooper Street is a local road with a posted speed limit of 25 mph and a projected 2030 ADT of less than 3,000 vehicles per day. Because non-intersection pedestrian crossings are generally unexpected by the road user, warning signs should be installed for all marked crosswalks at non-intersection locations and adequate visibility should be provided by parking prohibitions. Since the ODOT Highway Design Manual applies specifically to crossings on state highways, the application of these measures does not fit with the subject development. However, it is stated that “crossing locations must take into account property access and circulation”. The proposed development includes a clubhouse and amenities north of Hooper Street. It is anticipated that a high volume of pedestrians will cross Hooper Street in order to patronize the provided apartment amenities. The proposed crossings provide routes that allow for pedestrian circulation throughout the site. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 29 Operational Analysis Capacity Analysis To determine the level-of-service at the study intersections, a capacity analysis was conducted. The analysis was conducted using the signalized and unsignalized intersection analysis methodologies in the Highway Capacity Manual (HCM) 3 published by the Transportation Research Board. Level-of-service (LOS) can range from A, which indicates little or no delay, to F, which indicates a significant amount of congestion and delay. The critical intersection volume-to-capacity (v/c) ratio for signalized intersections was calculated using the methodology within ODOT’s Analysis Procedures Manual For district highways located within the Urabn Growth Boundary, non MPO, with a posted speed limit of 30 mph have a maximum volume-to-capacity (v/c) ratio of 0.95 that should be maintained based on methodologies within the Oregon Highway Plan (OHP). Additionally the OHP requires ramp terminals to meet the v/c ratio for the crossroad in order to prevent traffic queuing at the off-ramps. A v/c target of 0.80 was used for the ramp terminals. For intersections under the City of Woodburn jurisdiction, intersections must operate at LOS E or better and a v/c ratio less than 1.0 regardless of LOS. Table 7 and Table 8 show the results of the capacity analysis for the City intersections and ODOT intersections, respectively. Results that are above the applicable performance standard are shown in bold. Detailed LOS descriptions are included in the appendix to this report. 3 Transportation Research Board, Highway Capacity Manual, 6th Edition, 2016. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 30 Table 7 - Intersection Operational Analysis Summary – City of Woodburn Intersections Morning Peak Hour Evening Peak Hour Delay LOS V/C Delay LOS V/C Evergreen Road at Hooper Street Year 2020 Existing Conditions 9 A 0.06 9 A 0.06 Year 2022 Background Conditions 9 A 0.07 9 A 0.06 Year 2022 + Phase 1 10 A 0.11 10 A 0.09 Year 2024 + Phase 1 & 2 10 B 0.22 10 B 0.17 Year 2034 + Phase 1 & 2 10 B 0.24 11 B 0.19 Evergreen Road at Hayes Street Year 2020 Existing Conditions 12 B 0.57 17 C 0.65 Year 2022 Background Conditions 46 E 1.04 87 F 1.19 Year 2022 + Phase 1 59 F 1.11 105 F 1.28 Year 2024 + Phase 1 & 2 103 F 1.30 138 F 1.43 Year 2034 + Phase 1 & 2 163 F 1.54 206 F 1.76 Evergreen Road at Stacey Allison Way Year 2020 Existing Conditions 12 B 0.19 17 C 0.52 Year 2022 Background Conditions 16 C 0.28 34 D 0.76 Year 2022 + Phase 1 17 C 0.31 40 E 0.80 Year 2024 + Phase 1 & 2 20 C 0.41 47 E 0.86 Year 2034 + Phase 1 & 2 26 D 0.53 134 F 1.17 The intersection of Evergreen Road at Hayes Street is estimated to operate at or above capacity under year 2022 background conditions. It is noted that this occurs prior to adding site trips from the proposed development. The intersection of Evergreen Road at Stacey Allison Way is estimated to operate at or above capacity under year 2034 planning horizon conditions, which represents ten years after the full build out of the site. No mitigations are noted for these intersections within the City of Woodburn Transportation System Plan. However, it is identified that a parallel route to Stacey Allison Way will be improved, which may alleviate some of the congestion which occurs at the intersection with Evergreen Road. The Smith Creek Development identifies a mitigation for the intersection of Evergreen Road at Hayes Street which includes adding a southbound left-turn lane and northbound receiving lane. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 31 Table 8 - Intersection Capacity Analysis Summary – ODOT Intersections Morning Peak Hour Evening Peak Hour Delay LOS V/C Delay LOS V/C OR 214 at I-5 SB ramps Year 2020 Existing Conditions 6 A 0.07 9 A 0.20 Year 2022 Background Conditions 6 A 0.10 9 A 0.22 Year 2022 + Phase 1 6 A 0.10 9 A 0.23 Year 2024 + Phase 1 & 2 6 A 0.11 10 A 0.27 Year 2034 + Phase 1 & 2 7 A 0.13 11 B 0.31 OR 214 at I-5 NB ramps Year 2020 Existing Conditions 7 A 0.08 9 A 0.36 Year 2022 Background Conditions 7 A 0.08 10 B 0.39 Year 2022 + Phase 1 7 A 0.08 11 B 0.39 Year 2024 + Phase 1 & 2 7 A 0.08 12 B 0.42 Year 2034 + Phase 1 & 2 8 A 0.10 14 B 0.44 OR 214 at Lawson Avenue Year 2020 Existing Conditions 11 B 0.15 14 B 0.23 Year 2022 Background Conditions 12 B 0.17 16 C 0.25 Year 2022 + Phase 1 12 B 0.18 17 C 0.28 Year 2024 + Phase 1 & 2 13 B 0.21 18 C 0.32 Year 2034 + Phase 1 & 2 13 B 0.26 20 C 0.40 OR 214 at Evergreen Road Year 2020 Existing Conditions 19 B 0.47 23 C 0.63 Year 2022 Background Conditions 23 C 0.62 35 D 0.78 Year 2022 + Phase 1 24 C 0.64 39 D 0.81 Year 2024 + Phase 1 & 2 30 C 0.70 48 D 0.86 Year 2034 + Phase 1 & 2 36 D 0.76 51 D 0.94 OR 214 at Oregon Way Year 2020 Existing Conditions 9 A 0.27 11 B 0.50 Year 2022 Background Conditions 9 A 0.31 11 B 0.53 Year 2022 + Phase 1 9 A 0.31 11 B 0.53 Year 2024 + Phase 1 & 2 9 A 0.32 12 B 0.55 Year 2034 + Phase 1 & 2 9 A 0.33 13 B 0.61 All ODOT intersection are projected to operate within the performance thresholds under all analysis scenarios. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 32 Conclusions The proposed apartment complex in Woodburn, Oregon is not anticipated to significantly change the existing performance or safety of the surrounding transportation system. Notable findings and/or recommendations are summarized below.  The number of site trips generated by the proposed development is within the allowable threshold for the applicable parcels of land located within the Interchange Access Management Area.  The intersecion of OR 214 at Evergreen Road is calculated to have a crash rate above 1.0. Based on the high number of southbound left-turn collisions, it is recommended that the eastbound and westbound left-turn movements be altered to protected only mode. Based on the review of crash history, no design flaws or deficiencies are evident at any other intersections.  Pedestrian crossing warning signs should be installed for all proposed marked crosswalks at non- intersection locations and adequate visibility should be provided by parking prohibitions.  Preliminary traffic signal warrants are met at the intersection of Evergreen Road at Stacey Allison Way under year 2022 background conditions, without the addition of site trips from the proposed development. Capacity analysis results show this intersection exceeds the City of Woodburn performance thresholds under year 2034 planning horizon, ten years after full buildout of the proposed development. While there is no mitigation in the City’s TSP, an alternative route on Harvard Drive is planned to be improved which may aleviate some of the congestion along Evergreen Road.  Preliminary traffic signal warrants are met at the intersection of Evergreen Road at Hayes Street under year 2024 traffic conditions with the addition of site trips from Phases 1 and 2 of the proposed development. Capacity analysis results show this intersection exceeds the City of Woodburn performance thresholds under year 2022 background conditions, prior to the addition of site trips from the proposed development. Mitigation for this intersection is discussed in the Smith Creek TIS, which includes adding a southbound left-turn and a northbound receving lane.  Since the performance standard at both intersections is exceeded under background conditions, with the addition of site trips from in-process development, potential mitigation measures should be detemined in the Smith Creek application. Similar to the Smith Creek development, a proportional share contribution to determine potential tranpsortation related mitigation measures is proposed for the subject development.  No other study intersections meet traffic signal warrants under any analysis scenario.  All other study intersections are projected to operate acceptably per ODOT and City of Woodburn standards. ---PAGE BREAK--- Allison Way Apartments — Traffic Impact Analysis 33 Appendix ---PAGE BREAK--- Land Use: Multifamily Housing (Mid-Rise) Land Use Code: 221 Setting/Location General Urban/Suburban Variable: Dwelling Units Variable Value: 586 Trip Rate: 0.36 Trip Rate: 0.44 Enter Exit Total Enter Exit Total Directional Directional Distribution Distribution Trip Ends 55 156 211 Trip Ends 157 101 258 Trip Rate: 5.44 Trip Rate: 4.91 Enter Exit Total Enter Exit Total Directional Directional Distribution Distribution Trip Ends 1,594 1,594 3,188 Trip Ends 1,439 1,439 2,878 Source: TRIP GENERATION, Tenth Edition 74% 61% 39% 50% 50% 50% 50% TRIP GENERATION CALCULATIONS AM PEAK HOUR PM PEAK HOUR WEEKDAY SATURDAY 26% ---PAGE BREAK--- Total Vehicle Summary Evergreen Rd & Hwy 214 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 30 1 2 0 0 1 7 0 4 26 2 0 4 43 3 0 123 0 0 0 0 6:05 AM 26 0 5 0 0 1 3 0 1 19 1 0 6 69 2 0 133 0 0 0 0 6:10 AM 30 1 8 0 0 0 3 0 1 30 0 0 4 57 2 0 136 0 0 0 0 6:15 AM 34 2 8 0 0 0 3 0 1 39 1 0 6 53 1 0 148 0 0 0 0 6:20 AM 24 0 8 0 0 0 4 0 2 37 1 0 7 65 1 0 149 0 0 0 0 6:25 AM 26 1 10 0 0 0 2 0 0 28 2 0 9 57 1 0 136 0 0 2 0 6:30 AM 34 0 6 0 2 0 3 0 4 35 2 0 10 37 0 0 133 0 0 0 0 6:35 AM 26 1 5 0 1 1 2 0 4 50 0 0 5 67 0 0 162 0 0 0 0 6:40 AM 26 0 5 0 0 0 0 0 0 43 0 0 13 45 0 0 132 0 0 0 0 6:45 AM 24 1 9 0 0 0 1 0 2 36 1 0 6 53 1 0 134 0 0 0 0 6:50 AM 20 0 6 0 2 2 3 0 3 35 1 0 5 40 1 0 118 0 1 2 0 6:55 AM 19 1 8 0 0 0 4 0 3 36 0 2 7 31 2 0 111 1 1 1 0 7:00 AM 26 1 8 0 2 0 2 0 1 49 5 0 11 55 0 0 160 0 0 0 0 7:05 AM 23 1 8 0 0 0 1 0 1 31 3 0 3 58 0 0 129 0 0 0 0 7:10 AM 23 2 4 0 1 2 1 0 3 48 4 0 5 41 1 0 135 0 0 0 0 7:15 AM 20 1 11 0 0 0 2 0 2 30 4 0 6 53 0 0 129 0 0 0 0 7:20 AM 30 0 2 0 0 0 4 0 1 32 2 0 9 48 0 0 128 0 0 2 0 7:25 AM 22 1 7 0 0 0 2 0 4 52 4 0 12 46 1 0 151 0 0 0 0 7:30 AM 23 3 6 0 1 2 2 0 5 35 3 0 3 46 0 0 129 0 0 0 0 7:35 AM 19 2 6 0 0 0 2 0 9 47 3 0 8 41 2 0 139 0 0 0 1 7:40 AM 26 1 13 0 0 0 3 0 3 35 3 0 11 38 0 0 133 0 0 0 0 7:45 AM 34 1 10 0 0 1 1 0 4 55 7 0 6 45 0 0 164 0 0 0 0 7:50 AM 23 1 7 0 0 2 1 0 8 44 4 0 11 42 0 0 143 0 0 0 0 7:55 AM 22 1 7 0 1 2 3 0 3 52 9 0 15 39 2 0 156 0 3 0 0 8:00 AM 23 1 6 0 1 1 8 0 6 46 4 0 8 33 0 0 137 0 0 0 0 8:05 AM 24 2 4 0 0 0 9 0 4 26 4 0 8 45 1 0 127 0 0 1 0 8:10 AM 19 2 6 0 1 0 3 0 6 38 8 0 2 36 3 0 124 0 3 0 0 8:15 AM 20 2 3 0 0 2 8 0 3 44 6 0 16 38 1 0 143 0 0 2 0 8:20 AM 21 1 9 0 0 5 2 0 4 39 5 0 5 40 4 0 135 0 0 0 0 8:25 AM 23 0 8 0 0 0 4 0 3 30 5 0 4 30 2 0 109 0 0 0 0 8:30 AM 23 0 10 0 0 2 1 0 6 41 6 0 5 36 1 0 131 0 0 0 0 8:35 AM 18 1 7 0 1 0 7 0 8 37 1 0 5 35 2 0 122 0 0 0 0 8:40 AM 28 4 8 0 0 2 2 0 2 35 4 0 7 29 1 0 122 0 0 0 0 8:45 AM 24 2 10 0 1 0 2 0 2 39 5 0 9 38 2 0 134 0 0 0 0 8:50 AM 21 0 8 0 0 1 1 0 3 36 4 0 9 28 1 1 112 0 0 0 0 8:55 AM 17 1 8 0 0 0 2 0 5 51 1 0 8 37 1 0 131 0 0 0 1 Total Survey 871 39 256 0 14 27 108 0 121 1,386 115 2 268 1,594 39 1 4,838 1 8 10 2 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 44 510 51 6 552 100 89 291 9 5 24 0 3 1 2 15 395 160 In Out 65 38 Out In 605 In 867 Out Out 604 In 658 0.85 PHF 2.5% HV 0.94 PHF 7.6% HV 0.81 PHF 8.1% HV 0.86 PHF 5.3% HV Peak Hour Summary 7:00 AM to 8:00 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 86 2 15 0 0 2 13 0 6 75 3 0 14 169 7 0 392 0 0 0 0 6:15 AM 84 3 26 0 0 0 9 0 3 104 4 0 22 175 3 0 433 0 0 2 0 6:30 AM 86 1 16 0 3 1 5 0 8 128 2 0 28 149 0 0 427 0 0 0 0 6:45 AM 63 2 23 0 2 2 8 0 8 107 2 2 18 124 4 0 363 1 2 3 0 7:00 AM 72 4 20 0 3 2 4 0 5 128 12 0 19 154 1 0 424 0 0 0 0 7:15 AM 72 2 20 0 0 0 8 0 7 114 10 0 27 147 1 0 408 0 0 2 0 7:30 AM 68 6 25 0 1 2 7 0 17 117 9 0 22 125 2 0 401 0 0 0 1 7:45 AM 79 3 24 0 1 5 5 0 15 151 20 0 32 126 2 0 463 0 3 0 0 8:00 AM 66 5 16 0 2 1 20 0 16 110 16 0 18 114 4 0 388 0 3 1 0 8:15 AM 64 3 20 0 0 7 14 0 10 113 16 0 25 108 7 0 387 0 0 2 0 8:30 AM 69 5 25 0 1 4 10 0 16 113 11 0 17 100 4 0 375 0 0 0 0 8:45 AM 62 3 26 0 1 1 5 0 10 126 10 0 26 103 4 1 377 0 0 0 1 Total Survey 871 39 256 0 14 27 108 0 121 1,386 115 2 268 1,594 39 1 4,838 1 8 10 2 Peak Hour Summary 7:00 AM to 8:00 AM Northbound Southbound Eastbound Westbound Pedestrians Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 395 160 555 0 38 65 103 0 605 867 1,472 0 658 604 1,262 0 1,696 0 3 2 1 %HV 2.5% 5.3% 8.1% 7.6% 6.5% PHF 0.85 0.86 0.81 0.94 0.92 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 291 15 89 5 9 24 44 510 51 100 552 6 1,696 %HV 2.4% 0.0% 3.4% 20.0% 0.0% 4.2% 0.0% 9.4% 2.0% 1.0% 8.7% 16.7% 6.5% PHF 0.88 0.63 0.74 0.42 0.45 0.75 0.61 0.84 0.64 0.78 0.90 0.50 0.92 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 319 8 80 0 5 5 35 0 25 414 11 2 82 617 14 0 1,615 1 2 5 0 6:15 AM 305 10 85 0 8 5 26 0 24 467 20 2 87 602 8 0 1,647 1 2 5 0 6:30 AM 293 9 79 0 8 5 25 0 28 477 26 2 92 574 6 0 1,622 1 2 5 0 6:45 AM 275 14 88 0 6 6 27 0 37 466 33 2 86 550 8 0 1,596 1 2 5 1 7:00 AM 291 15 89 0 5 9 24 0 44 510 51 0 100 552 6 0 1,696 0 3 2 1 7:15 AM 285 16 85 0 4 8 40 0 55 492 55 0 99 512 9 0 1,660 0 6 3 1 7:30 AM 277 17 85 0 4 15 46 0 58 491 61 0 97 473 15 0 1,639 0 6 3 1 7:45 AM 278 16 85 0 4 17 49 0 57 487 63 0 92 448 17 0 1,613 0 6 3 0 8:00 AM 261 16 87 0 4 13 49 0 52 462 53 0 86 425 19 1 1,527 0 3 3 1 5.3% 2.5% By Movement By Approach Total Total Total Total 395 0.85 0.94 658 0.81 605 0.86 38 7.6% 8.1% ---PAGE BREAK--- Heavy Vehicle Summary Evergreen Rd & Hwy 214 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 2 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 6:05 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 4 0 4 8 6:10 AM 0 0 2 2 0 0 0 0 0 2 0 2 0 2 0 2 6 6:15 AM 1 0 0 1 0 0 0 0 0 4 0 4 0 4 0 4 9 6:20 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 4 0 4 7 6:25 AM 2 0 1 3 0 0 0 0 0 1 0 1 0 1 0 1 5 6:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 5 0 5 7 6:35 AM 1 0 0 1 0 0 0 0 1 5 0 6 0 0 0 0 7 6:40 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 3 0 3 6 6:45 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 3 0 3 6 6:50 AM 0 0 0 0 0 0 2 2 0 2 0 2 0 6 0 6 10 6:55 AM 0 0 0 0 0 0 0 0 0 2 0 2 1 1 0 2 4 7:00 AM 0 0 0 0 1 0 0 1 0 7 0 7 0 2 0 2 10 7:05 AM 1 0 0 1 0 0 0 0 0 2 0 2 0 4 0 4 7 7:10 AM 0 0 0 0 0 0 1 1 0 7 0 7 0 2 1 3 11 7:15 AM 0 0 2 2 0 0 0 0 0 2 0 2 0 3 0 3 7 7:20 AM 2 0 0 2 0 0 0 0 0 2 0 2 0 6 0 6 10 7:25 AM 0 0 1 1 0 0 0 0 0 5 0 5 1 1 0 2 8 7:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 8 0 8 9 7:35 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 4 0 4 6 7:40 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 2 0 2 6 7:45 AM 0 0 0 0 0 0 0 0 0 9 0 9 0 6 0 6 15 7:50 AM 1 0 0 1 0 0 0 0 0 3 1 4 0 5 0 5 10 7:55 AM 1 0 0 1 0 0 0 0 0 6 0 6 0 5 0 5 12 8:00 AM 2 0 0 2 0 0 0 0 0 5 0 5 0 3 0 3 10 8:05 AM 4 0 1 5 0 0 0 0 1 5 0 6 0 6 0 6 17 8:10 AM 0 0 0 0 0 0 2 2 0 6 1 7 0 4 1 5 14 8:15 AM 0 0 0 0 0 0 0 0 0 4 0 4 1 8 0 9 13 8:20 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 6 0 6 10 8:25 AM 0 0 1 1 0 0 1 1 0 2 0 2 1 4 0 5 9 8:30 AM 1 0 0 1 0 0 0 0 0 5 0 5 1 3 0 4 10 8:35 AM 1 0 0 1 0 0 0 0 1 3 0 4 0 8 0 8 13 8:40 AM 0 0 0 0 0 0 0 0 1 2 0 3 0 3 0 3 6 8:45 AM 1 0 0 1 0 0 0 0 0 4 0 4 1 3 0 4 9 8:50 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 5 0 5 10 8:55 AM 0 0 0 0 0 0 0 0 0 7 0 7 2 5 0 7 14 Total Survey 24 0 8 32 1 0 6 7 4 131 2 137 8 139 2 149 325 Tuesday, July 23, 2019 0 48 1 1 48 1 3 7 0 1 1 0 10 2 In Out 1 2 Out In 49 In 56 Out Peak Hour Summary 7:00 AM to 8:00 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 3 0 2 5 0 0 0 0 0 7 0 7 0 6 0 6 18 6:15 AM 3 0 1 4 0 0 0 0 0 8 0 8 0 9 0 9 21 6:30 AM 1 0 0 1 0 0 0 0 1 10 0 11 0 8 0 8 20 6:45 AM 0 0 0 0 0 0 2 2 0 7 0 7 1 10 0 11 20 7:00 AM 1 0 0 1 1 0 1 2 0 16 0 16 0 8 1 9 28 7:15 AM 2 0 3 5 0 0 0 0 0 9 0 9 1 10 0 11 25 7:30 AM 2 0 0 2 0 0 0 0 0 5 0 5 0 14 0 14 21 7:45 AM 2 0 0 2 0 0 0 0 0 18 1 19 0 16 0 16 37 8:00 AM 6 0 1 7 0 0 2 2 1 16 1 18 0 13 1 14 41 8:15 AM 1 0 1 2 0 0 1 1 0 9 0 9 2 18 0 20 32 8:30 AM 2 0 0 2 0 0 0 0 2 10 0 12 1 14 0 15 29 8:45 AM 1 0 0 1 0 0 0 0 0 16 0 16 3 13 0 16 33 Total Survey 24 0 8 32 1 0 6 7 4 131 2 137 8 139 2 149 325 Heavy Vehicle Peak Hour Summary 7:00 AM to 8:00 AM Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 10 2 12 2 1 3 49 56 105 50 52 102 111 PHF 0.50 0.25 0.64 0.78 0.75 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 7 0 3 10 1 0 1 2 0 48 1 49 1 48 1 50 111 PHF 0.88 0.00 0.25 0.50 0.25 0.00 0.25 0.25 0.00 0.67 0.25 0.64 0.25 0.75 0.25 0.78 0.75 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 7 0 3 10 0 0 2 2 1 32 0 33 1 33 0 34 79 6:15 AM 5 0 1 6 1 0 3 4 1 41 0 42 1 35 1 37 89 6:30 AM 4 0 3 7 1 0 3 4 1 42 0 43 2 36 1 39 93 6:45 AM 5 0 3 8 1 0 3 4 0 37 0 37 2 42 1 45 94 7:00 AM 7 0 3 10 1 0 1 2 0 48 1 49 1 48 1 50 111 7:15 AM 12 0 4 16 0 0 2 2 1 48 2 51 1 53 1 55 124 7:30 AM 11 0 2 13 0 0 3 3 1 48 2 51 2 61 1 64 131 7:45 AM 11 0 2 13 0 0 3 3 3 53 2 58 3 61 1 65 139 8:00 AM 10 0 2 12 0 0 3 3 3 51 1 55 6 58 1 65 135 Hwy 214 Westbound By Approach Evergreen Rd Evergreen Rd Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 7:00 AM to 8:00 AM Tuesday, July 23, 2019 38 65 24 9 5 6 0 867  552 658 0 100 44 0 605 510 604 0 51 291 15 89 0 0 Evergreen Rd & Hwy 214 Evergreen Rd Hwy 214 Hwy 214 0 Bikes 0 Bikes 0 Peds Peds 1 Clay Carney (503) 833-2740 3 Peds Peds 2 0 Bikes 291 15 89 160 395 Count Period: 6:00 AM to 9:00 AM 605 658 WB 0.94 7.6% EB 0.81 8.1% 0 Evergreen Rd NB 0.85 2.5% 395 SB 0.86 5.3% Intersection 0.92 6.5% 38 1,696 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 1 Clay Carney (503) 833-2740 0 Bikes 3 Peds Peds 2 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Evergreen Rd & Hwy 214 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 23 4 19 0 1 3 3 0 5 44 6 0 10 38 2 0 158 0 2 1 0 3:05 PM 27 3 13 0 2 2 5 0 7 68 5 0 8 46 2 0 188 0 0 0 3 3:10 PM 18 2 13 0 3 4 8 0 6 57 5 0 15 50 0 0 181 1 1 1 0 3:15 PM 29 0 14 0 0 3 6 0 7 63 8 0 14 53 1 0 198 0 0 0 0 3:20 PM 25 1 12 0 1 3 8 0 12 50 6 0 12 34 1 0 165 0 0 0 3 3:25 PM 20 3 15 0 6 0 4 0 6 59 6 0 11 42 3 0 175 0 0 0 0 3:30 PM 21 0 12 0 1 1 4 0 6 64 5 0 13 44 4 0 175 1 0 1 3 3:35 PM 23 3 15 0 5 3 2 0 10 78 8 0 11 62 2 0 222 0 3 0 2 3:40 PM 24 0 8 0 5 3 3 0 4 76 6 0 19 43 2 0 193 0 0 0 0 3:45 PM 17 1 18 0 0 3 4 0 10 72 10 0 11 61 2 0 209 0 0 1 0 3:50 PM 24 1 17 0 0 2 5 0 6 68 6 0 14 49 2 0 194 0 0 0 0 3:55 PM 19 1 19 0 1 2 7 0 7 69 14 0 11 44 1 0 195 1 0 0 0 4:00 PM 30 0 16 0 0 1 2 0 5 69 15 0 18 50 1 0 207 1 0 0 0 4:05 PM 36 4 13 0 2 3 5 0 11 67 10 0 16 52 3 0 222 0 0 0 0 4:10 PM 14 3 7 0 5 1 9 0 5 85 13 0 15 67 1 0 225 0 0 0 0 4:15 PM 22 4 22 0 5 2 6 0 8 60 9 0 19 47 4 0 208 0 0 3 0 4:20 PM 21 4 17 0 2 7 6 0 2 77 13 0 20 48 2 0 219 0 0 0 0 4:25 PM 22 4 15 0 4 4 6 0 11 74 6 0 15 53 1 0 215 0 0 0 1 4:30 PM 23 5 12 0 5 5 9 0 9 72 9 0 14 37 3 0 203 2 0 0 0 4:35 PM 21 1 16 0 4 3 7 0 5 42 13 0 17 59 1 0 189 0 0 0 0 4:40 PM 13 3 13 0 1 1 12 0 6 84 7 0 18 61 1 0 220 0 0 0 0 4:45 PM 26 1 15 0 7 4 7 0 4 43 11 0 16 48 2 0 184 1 0 0 0 4:50 PM 20 2 18 0 2 4 4 0 3 70 8 1 15 54 0 0 200 0 0 1 0 4:55 PM 18 2 17 0 3 1 12 0 7 93 11 0 22 63 1 0 250 0 0 0 0 5:00 PM 25 0 16 1 2 0 6 0 10 67 11 0 15 56 1 0 209 0 0 0 0 5:05 PM 25 0 14 0 2 1 3 0 5 71 7 0 14 72 1 0 215 0 0 0 0 5:10 PM 19 6 14 0 3 2 6 0 13 76 10 0 15 56 3 0 223 0 0 0 0 5:15 PM 24 4 16 0 4 1 9 0 4 70 12 0 19 73 0 0 236 0 0 0 0 5:20 PM 25 2 17 0 6 2 6 0 5 70 8 0 6 52 3 0 202 0 0 0 1 5:25 PM 28 0 12 0 1 1 4 0 3 72 18 0 15 40 1 0 195 1 0 0 0 5:30 PM 25 1 11 0 2 3 7 0 13 80 18 0 13 49 3 0 225 2 0 0 0 5:35 PM 15 0 10 0 1 3 1 0 4 69 9 0 14 50 1 0 177 0 0 0 1 5:40 PM 16 3 13 0 0 3 3 0 4 61 11 0 18 47 1 0 180 0 0 0 0 5:45 PM 20 2 16 0 1 1 7 0 6 88 13 0 13 43 1 0 211 0 0 0 0 5:50 PM 13 2 15 0 2 1 7 0 10 71 10 0 18 57 2 0 208 0 0 0 0 5:55 PM 23 4 15 0 0 0 2 0 3 46 8 0 13 34 0 0 148 0 0 0 0 Total Survey 794 76 525 1 89 83 205 0 242 2,445 345 1 527 1,834 59 0 7,224 10 6 8 14 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 79 839 118 16 680 200 183 257 33 39 87 3 0 1 1 32 472 351 In Out 127 159 Out In 1,036 In 1,024 Out Out 1,061 In 896 0.96 PHF 2.1% HV 0.89 PHF 2.7% HV 0.92 PHF 3.1% HV 0.83 PHF 1.9% HV Peak Hour Summary 4:20 PM to 5:20 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 68 9 45 0 6 9 16 0 18 169 16 0 33 134 4 0 527 1 3 2 3 3:15 PM 74 4 41 0 7 6 18 0 25 172 20 0 37 129 5 0 538 0 0 0 3 3:30 PM 68 3 35 0 11 7 9 0 20 218 19 0 43 149 8 0 590 1 3 1 5 3:45 PM 60 3 54 0 1 7 16 0 23 209 30 0 36 154 5 0 598 1 0 1 0 4:00 PM 80 7 36 0 7 5 16 0 21 221 38 0 49 169 5 0 654 1 0 0 0 4:15 PM 65 12 54 0 11 13 18 0 21 211 28 0 54 148 7 0 642 0 0 3 1 4:30 PM 57 9 41 0 10 9 28 0 20 198 29 0 49 157 5 0 612 2 0 0 0 4:45 PM 64 5 50 0 12 9 23 0 14 206 30 1 53 165 3 0 634 1 0 1 0 5:00 PM 69 6 44 1 7 3 15 0 28 214 28 0 44 184 5 0 647 0 0 0 0 5:15 PM 77 6 45 0 11 4 19 0 12 212 38 0 40 165 4 0 633 1 0 0 1 5:30 PM 56 4 34 0 3 9 11 0 21 210 38 0 45 146 5 0 582 2 0 0 1 5:45 PM 56 8 46 0 3 2 16 0 19 205 31 0 44 134 3 0 567 0 0 0 0 Total Survey 794 76 525 1 89 83 205 0 242 2,445 345 1 527 1,834 59 0 7,224 10 6 8 14 Peak Hour Summary 4:20 PM to 5:20 PM Northbound Southbound Eastbound Westbound Pedestrians Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 472 351 823 1 159 127 286 0 1,036 1,024 2,060 1 896 1,061 1,957 0 2,563 3 0 1 1 %HV 2.1% 1.9% 3.1% 2.7% 2.7% PHF 0.96 0.83 0.92 0.89 0.95 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 257 32 183 39 33 87 79 839 118 200 680 16 2,563 %HV 2.3% 3.1% 1.6% 2.6% 3.0% 1.1% 2.5% 3.5% 0.8% 1.0% 3.1% 6.3% 2.7% PHF 0.93 0.62 0.90 0.75 0.52 0.78 0.71 0.91 0.95 0.94 0.85 0.67 0.95 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 270 19 175 0 25 29 59 0 86 768 85 0 149 566 22 0 2,253 3 6 4 11 3:15 PM 282 17 166 0 26 25 59 0 89 820 107 0 165 601 23 0 2,380 3 3 2 8 3:30 PM 273 25 179 0 30 32 59 0 85 859 115 0 182 620 25 0 2,484 3 3 5 6 3:45 PM 262 31 185 0 29 34 78 0 85 839 125 0 188 628 22 0 2,506 4 0 4 1 4:00 PM 266 33 181 0 40 36 85 0 76 836 125 1 205 639 20 0 2,542 4 0 4 1 4:15 PM 255 32 189 1 40 34 84 0 83 829 115 1 200 654 20 0 2,535 3 0 4 1 4:30 PM 267 26 180 1 40 25 85 0 74 830 125 1 186 671 17 0 2,526 4 0 1 1 4:45 PM 266 21 173 1 33 25 68 0 75 842 134 1 182 660 17 0 2,496 4 0 1 2 5:00 PM 258 24 169 1 24 18 61 0 80 841 135 0 173 629 17 0 2,429 3 0 0 2 1.9% 2.1% By Movement By Approach Total Total Total Total 472 0.96 0.89 896 0.92 1,036 0.83 159 2.7% 3.1% ---PAGE BREAK--- Heavy Vehicle Summary Evergreen Rd & Hwy 214 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 1 1 1 3 0 0 0 0 0 2 0 2 0 1 0 1 6 3:05 PM 0 1 0 1 0 0 0 0 0 2 0 2 1 3 1 5 8 3:10 PM 1 0 1 2 1 0 1 2 0 4 0 4 0 1 0 1 9 3:15 PM 2 0 0 2 0 1 0 1 0 3 0 3 0 0 0 0 6 3:20 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 3 5 3:25 PM 3 0 0 3 1 0 0 1 1 2 1 4 0 1 0 1 9 3:30 PM 0 0 0 0 0 1 0 1 0 5 0 5 0 2 0 2 8 3:35 PM 1 0 0 1 0 0 0 0 0 6 0 6 0 2 0 2 9 3:40 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 1 1 2 7 3:45 PM 0 0 1 1 0 1 0 1 0 2 1 3 0 6 0 6 11 3:50 PM 2 0 0 2 0 0 0 0 0 1 0 1 0 3 0 3 6 3:55 PM 1 0 0 1 0 0 0 0 0 3 1 4 0 3 0 3 8 4:00 PM 0 0 0 0 0 0 0 0 0 4 1 5 0 3 0 3 8 4:05 PM 2 1 0 3 0 0 0 0 1 2 0 3 0 1 0 1 7 4:10 PM 1 0 0 1 1 0 2 3 0 2 0 2 0 4 0 4 10 4:15 PM 0 0 1 1 1 0 1 2 0 1 1 2 0 1 0 1 6 4:20 PM 0 0 1 1 0 0 0 0 0 5 1 6 0 0 0 0 7 4:25 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 5 0 5 9 4:30 PM 1 0 1 2 0 0 0 0 1 2 0 3 0 1 0 1 6 4:35 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 2 0 2 4 4:40 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 2 0 2 7 4:45 PM 1 0 0 1 0 1 0 1 0 1 0 1 0 2 1 3 6 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 4:55 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 2 0 2 7 5:00 PM 1 0 0 1 0 0 0 0 0 4 0 4 0 1 0 1 6 5:05 PM 2 0 0 2 0 0 0 0 0 0 0 0 1 1 0 2 4 5:10 PM 1 1 0 2 1 0 1 2 1 2 0 3 0 2 0 2 9 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 5:20 PM 0 0 0 0 0 0 0 0 1 2 0 3 1 3 0 4 7 5:25 PM 2 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 5:30 PM 2 0 0 2 0 0 0 0 0 2 0 2 0 2 0 2 6 5:35 PM 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3 5:40 PM 0 0 0 0 0 1 0 1 0 2 0 2 1 3 1 5 8 5:45 PM 1 0 0 1 0 0 0 0 0 2 0 2 0 4 0 4 7 5:50 PM 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3 5:55 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total Survey 27 4 7 38 5 5 5 15 6 86 7 99 5 70 4 79 231 Tuesday, July 23, 2019 2 29 1 1 21 2 3 6 1 1 1 1 10 4 In Out 4 3 Out In 32 In 28 Out Peak Hour Summary 4:20 PM to 5:20 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 2 2 2 6 1 0 1 2 0 8 0 8 1 5 1 7 23 3:15 PM 5 0 0 5 1 1 0 2 1 6 2 9 0 4 0 4 20 3:30 PM 1 0 0 1 0 1 0 1 0 16 0 16 0 5 1 6 24 3:45 PM 3 0 1 4 0 1 0 1 0 6 2 8 0 12 0 12 25 4:00 PM 3 1 0 4 1 0 2 3 1 8 1 10 0 8 0 8 25 4:15 PM 0 0 2 2 1 0 1 2 0 10 2 12 0 6 0 6 22 4:30 PM 1 0 2 3 0 0 0 0 1 8 0 9 0 5 0 5 17 4:45 PM 1 0 0 1 0 1 0 1 0 6 0 6 1 5 1 7 15 5:00 PM 4 1 0 5 1 0 1 2 1 6 0 7 1 4 0 5 19 5:15 PM 2 0 0 2 0 0 0 0 1 4 0 5 1 5 0 6 13 5:30 PM 3 0 0 3 0 1 0 1 0 5 0 5 1 6 1 8 17 5:45 PM 2 0 0 2 0 0 0 0 1 3 0 4 0 5 0 5 11 Total Survey 27 4 7 38 5 5 5 15 6 86 7 99 5 70 4 79 231 Heavy Vehicle Peak Hour Summary 4:20 PM to 5:20 PM Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 10 4 14 3 4 7 32 28 60 24 33 57 69 PHF 0.50 0.38 0.62 0.75 0.78 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 6 1 3 10 1 1 1 3 2 29 1 32 2 21 1 24 69 PHF 0.38 0.25 0.38 0.50 0.25 0.25 0.25 0.38 0.50 0.66 0.25 0.62 0.50 0.66 0.25 0.75 0.78 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 11 2 3 16 2 3 1 6 1 36 4 41 1 26 2 29 92 3:15 PM 12 1 1 14 2 3 2 7 2 36 5 43 0 29 1 30 94 3:30 PM 7 1 3 11 2 2 3 7 1 40 5 46 0 31 1 32 96 3:45 PM 7 1 5 13 2 1 3 6 2 32 5 39 0 31 0 31 89 4:00 PM 5 1 4 10 2 1 3 6 2 32 3 37 1 24 1 26 79 4:15 PM 6 1 4 11 2 1 2 5 2 30 2 34 2 20 1 23 73 4:30 PM 8 1 2 11 1 1 1 3 3 24 0 27 3 19 1 23 64 4:45 PM 10 1 0 11 1 2 1 4 2 21 0 23 4 20 2 26 64 5:00 PM 11 1 0 12 1 1 1 3 3 18 0 21 3 20 1 24 60 Hwy 214 Westbound By Approach Evergreen Rd Evergreen Rd Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:20 PM to 5:20 PM Tuesday, July 23, 2019 159 127 87 33 39 16 0 1024  680 896 0 200 79 0 1036 839 1061 0 118 257 32 183 0 0 Evergreen Rd & Hwy 214 Evergreen Rd Hwy 214 Hwy 214 0 Bikes 0 Bikes 3 Peds Peds 1 Clay Carney (503) 833-2740 0 Peds Peds 1 1 Bikes 257 32 183 351 472 Count Period: 3:00 PM to 6:00 PM 1,036 896 WB 0.89 2.7% EB 0.92 3.1% 0 Evergreen Rd NB 0.96 2.1% 472 SB 0.83 1.9% Intersection 0.95 2.7% 159 2,563 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 3 Peds Peds 1 Clay Carney (503) 833-2740 1 Bikes 0 Peds Peds 1 1 Bikes ---PAGE BREAK--- Total Vehicle Summary Evergreen Rd & Stacy Allison Way 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 1 25 0 0 0 4 3 0 4 0 0 0 0 2 0 0 39 0 0 0 0 6:05 AM 2 23 0 0 0 5 1 0 3 0 2 0 0 0 1 0 37 0 0 0 0 6:10 AM 1 27 0 0 0 2 1 0 5 0 0 0 0 0 0 0 36 0 0 0 0 6:15 AM 0 24 0 0 0 1 2 0 4 1 2 0 0 0 0 0 34 0 0 1 0 6:20 AM 1 19 0 0 0 3 2 0 7 1 2 0 0 0 0 0 35 0 0 0 2 6:25 AM 0 23 1 0 0 4 1 0 6 0 2 0 0 0 0 0 37 0 0 0 0 6:30 AM 1 21 0 0 0 3 2 0 2 0 2 0 0 0 0 0 31 0 0 0 0 6:35 AM 1 22 0 0 1 6 0 0 7 0 0 0 0 0 0 0 37 0 0 0 0 6:40 AM 2 18 0 0 0 7 3 0 3 0 0 0 0 0 0 0 33 0 0 0 0 6:45 AM 4 20 0 0 0 1 1 0 2 0 0 0 0 0 0 0 28 1 0 0 0 6:50 AM 1 18 0 0 0 4 1 0 4 0 2 0 0 0 0 0 30 0 0 0 0 6:55 AM 1 22 0 0 0 7 3 0 6 0 5 0 1 0 0 0 45 0 0 0 0 7:00 AM 1 16 0 0 0 7 3 0 10 0 1 0 0 0 0 0 38 0 0 0 0 7:05 AM 1 24 0 0 0 3 0 0 6 0 0 0 0 0 0 0 34 0 0 0 0 7:10 AM 5 22 0 0 0 6 2 1 5 1 1 0 0 0 1 0 43 0 0 1 0 7:15 AM 0 14 0 0 1 4 2 0 7 0 1 0 0 0 0 0 29 0 0 2 0 7:20 AM 3 15 0 0 0 5 0 0 6 0 0 0 0 0 0 0 29 0 0 0 0 7:25 AM 1 19 0 0 0 3 3 0 5 0 1 0 0 0 0 0 32 0 0 0 0 7:30 AM 5 14 0 0 0 7 2 0 8 0 1 0 3 0 0 0 40 0 0 0 0 7:35 AM 3 24 0 0 0 3 2 0 3 1 2 0 0 0 0 0 38 0 0 0 0 7:40 AM 2 27 0 0 0 2 4 0 8 0 0 0 0 0 0 0 43 0 0 0 0 7:45 AM 1 23 0 0 0 7 3 0 8 0 0 0 0 0 0 0 42 0 0 0 0 7:50 AM 2 9 0 0 0 6 6 0 6 0 4 0 0 0 1 0 34 0 0 0 0 7:55 AM 4 11 0 0 0 4 6 0 7 0 2 0 0 0 0 0 34 0 0 0 0 8:00 AM 2 18 0 0 0 5 1 0 12 0 1 1 0 0 0 0 39 1 0 0 0 8:05 AM 1 16 0 0 0 7 1 0 7 0 1 0 0 0 0 0 33 0 0 0 0 8:10 AM 3 10 0 0 0 5 2 0 12 0 0 0 0 0 0 0 32 0 0 0 0 8:15 AM 2 11 0 0 0 14 9 0 5 0 2 0 0 0 0 0 43 0 0 1 0 8:20 AM 0 17 0 0 0 7 7 0 4 0 2 0 0 0 0 0 37 0 1 1 0 8:25 AM 2 16 0 0 0 4 0 0 11 0 1 0 0 0 0 0 34 1 0 0 0 8:30 AM 3 16 0 0 0 6 5 0 16 0 0 0 1 0 0 0 47 0 0 0 0 8:35 AM 2 9 0 0 0 3 3 0 7 0 2 0 0 0 0 0 26 0 0 0 1 8:40 AM 3 15 0 0 0 6 5 0 12 0 1 0 0 0 0 0 42 0 0 0 0 8:45 AM 5 15 0 0 0 8 4 0 13 0 0 0 0 0 0 0 45 0 0 0 0 8:50 AM 1 15 0 1 1 7 4 0 4 0 4 0 0 0 0 0 36 0 0 0 1 8:55 AM 2 13 0 0 0 1 2 0 10 0 1 0 0 0 1 0 30 0 0 0 0 Total Survey 69 651 1 1 3 177 96 1 245 4 45 1 5 2 4 0 1,302 3 1 6 4 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 99 1 15 1 0 1 0 25 70 0 46 2 1 0 2 198 223 86 In Out 298 116 Out In 115 In 71 Out Out 1 In 2 0.70 PHF 2.7% HV 0.50 PHF 50.0% HV 0.85 PHF 8.7% HV 0.66 PHF 2.6% HV Peak Hour Summary 7:35 AM to 8:35 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 4 75 0 0 0 11 5 0 12 0 2 0 0 2 1 0 112 0 0 0 0 6:15 AM 1 66 1 0 0 8 5 0 17 2 6 0 0 0 0 0 106 0 0 1 2 6:30 AM 4 61 0 0 1 16 5 0 12 0 2 0 0 0 0 0 101 0 0 0 0 6:45 AM 6 60 0 0 0 12 5 0 12 0 7 0 1 0 0 0 103 1 0 0 0 7:00 AM 7 62 0 0 0 16 5 1 21 1 2 0 0 0 1 0 115 0 0 1 0 7:15 AM 4 48 0 0 1 12 5 0 18 0 2 0 0 0 0 0 90 0 0 2 0 7:30 AM 10 65 0 0 0 12 8 0 19 1 3 0 3 0 0 0 121 0 0 0 0 7:45 AM 7 43 0 0 0 17 15 0 21 0 6 0 0 0 1 0 110 0 0 0 0 8:00 AM 6 44 0 0 0 17 4 0 31 0 2 1 0 0 0 0 104 1 0 0 0 8:15 AM 4 44 0 0 0 25 16 0 20 0 5 0 0 0 0 0 114 1 1 2 0 8:30 AM 8 40 0 0 0 15 13 0 35 0 3 0 1 0 0 0 115 0 0 0 1 8:45 AM 8 43 0 1 1 16 10 0 27 0 5 0 0 0 1 0 111 0 0 0 1 Total Survey 69 651 1 1 3 177 96 1 245 4 45 1 5 2 4 0 1,302 3 1 6 4 Peak Hour Summary 7:35 AM to 8:35 AM Northbound Southbound Eastbound Westbound Pedestrians Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 223 86 309 0 116 298 414 0 115 71 186 1 2 1 3 0 456 2 1 2 0 %HV 2.7% 2.6% 8.7% 50.0% 4.4% PHF 0.70 0.66 0.85 0.50 0.93 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Total L T R L T R L T R L T R Volume 25 198 0 0 70 46 99 1 15 1 0 1 456 %HV 0.0% 3.0% 0.0% 0.0% 2.9% 2.2% 8.1% 0.0% 13.3% 0.0% 0.0% 4.4% PHF 0.78 0.67 0.00 0.00 0.67 0.64 0.80 0.25 0.54 0.25 0.00 0.25 0.93 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 15 262 1 0 1 47 20 0 53 2 17 0 1 2 1 0 422 1 0 1 2 6:15 AM 18 249 1 0 1 52 20 1 62 3 17 0 1 0 1 0 425 1 0 2 2 6:30 AM 21 231 0 0 2 56 20 1 63 1 13 0 1 0 1 0 409 1 0 3 0 6:45 AM 27 235 0 0 1 52 23 1 70 2 14 0 4 0 1 0 429 1 0 3 0 7:00 AM 28 218 0 0 1 57 33 1 79 2 13 0 3 0 2 0 436 0 0 3 0 7:15 AM 27 200 0 0 1 58 32 0 89 1 13 1 3 0 1 0 425 1 0 2 0 7:30 AM 27 196 0 0 0 71 43 0 91 1 16 1 3 0 1 0 449 2 1 2 0 7:45 AM 25 171 0 0 0 74 48 0 107 0 16 1 1 0 1 0 443 2 1 2 1 8:00 AM 26 171 0 1 1 73 43 0 113 0 15 1 1 0 1 0 444 2 1 2 2 2.6% 2.7% By Movement By Approach Total Total Total Total 223 0.70 0.50 2 0.85 115 0.66 116 50.0% 8.7% ---PAGE BREAK--- Heavy Vehicle Summary Evergreen Rd & Stacy Allison Way 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:05 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 6:10 AM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2 6:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 6:20 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 6:25 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 6:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 6:35 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 6:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 6:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:55 AM 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 7:05 AM 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 7:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 4 7:20 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:35 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 7:40 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 7:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 7:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:55 AM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2 8:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 8:05 AM 0 2 0 2 0 0 0 0 1 0 0 1 0 0 0 0 3 8:10 AM 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 1 0 1 0 0 0 0 0 0 0 0 1 8:20 AM 0 2 0 2 0 0 0 0 0 0 1 1 0 0 0 0 3 8:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 1 1 2 1 0 0 1 1 0 0 1 4 8:35 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 8:40 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 2 8:50 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 8:55 AM 0 1 0 1 0 0 1 1 1 0 0 1 0 0 0 0 3 Total Survey 1 11 0 12 0 4 3 7 22 0 4 26 1 0 0 1 46 Tuesday, July 23, 2019 8 0 2 0 0 1 0 0 2 0 1 6 6 5 In Out 14 3 Out In 10 In 1 Out Peak Hour Summary 7:35 AM to 8:35 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 1 0 1 0 0 0 0 1 0 1 2 0 0 0 0 3 6:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 4 6:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 6:45 AM 0 2 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3 7:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 7:15 AM 0 1 0 1 0 0 0 0 4 0 0 4 0 0 0 0 5 7:30 AM 0 1 0 1 0 0 0 0 1 0 1 2 0 0 0 0 3 7:45 AM 0 1 0 1 0 0 0 0 3 0 0 3 0 0 0 0 4 8:00 AM 0 2 0 2 0 0 0 0 3 0 0 3 0 0 0 0 5 8:15 AM 0 2 0 2 0 1 0 1 0 0 1 1 0 0 0 0 4 8:30 AM 1 0 0 1 0 1 1 2 2 0 0 2 1 0 0 1 6 8:45 AM 0 1 0 1 0 0 2 2 2 0 1 3 0 0 0 0 6 Total Survey 1 11 0 12 0 4 3 7 22 0 4 26 1 0 0 1 46 Heavy Vehicle Peak Hour Summary 7:35 AM to 8:35 AM Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way In Out Total In Out Total In Out Total In Out Total Volume 6 5 11 3 14 17 10 1 11 1 0 1 20 PHF 0.50 0.38 0.63 0.25 0.71 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way L T R Total L T R Total L T R Total L T R Total Volume 0 6 0 6 0 2 1 3 8 0 2 10 1 0 0 1 20 PHF 0.00 0.50 0.00 0.50 0.00 0.50 0.25 0.38 0.50 0.00 0.50 0.63 0.25 0.00 0.00 0.25 0.71 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 3 0 3 0 1 0 1 7 0 1 8 0 0 0 0 12 6:15 AM 0 2 0 2 0 2 0 2 6 0 0 6 0 0 0 0 10 6:30 AM 0 3 0 3 0 2 0 2 6 0 0 6 0 0 0 0 11 6:45 AM 0 4 0 4 0 2 0 2 5 0 1 6 0 0 0 0 12 7:00 AM 0 3 0 3 0 1 0 1 8 0 1 9 0 0 0 0 13 7:15 AM 0 5 0 5 0 0 0 0 11 0 1 12 0 0 0 0 17 7:30 AM 0 6 0 6 0 1 0 1 7 0 2 9 0 0 0 0 16 7:45 AM 1 5 0 6 0 2 1 3 8 0 1 9 1 0 0 1 19 8:00 AM 1 5 0 6 0 2 3 5 7 0 2 9 1 0 0 1 21 Stacy Allison Way Westbound By Approach Evergreen Rd Evergreen Rd Stacy Allison Way Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 7:35 AM to 8:35 AM Tuesday, July 23, 2019 116 298 46 70 0 1 0 71  0 2 0 1 99 0 115 1 1 0 15 25 198 0 0 0 Evergreen Rd & Stacy Allison Way Evergreen Rd Stacy Allison Way Stacy Allison Way 0 Bikes 0 Bikes 2 Peds Peds 0 Clay Carney (503) 833-2740 1 Peds Peds 2 1 Bikes 25 198 0 86 223 Count Period: 6:00 AM to 9:00 AM 115 2 WB 0.50 50.0% EB 0.85 8.7% 0 Evergreen Rd NB 0.70 2.7% 223 SB 0.66 2.6% Intersection 0.93 4.4% 116 456 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 2 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 1 Peds Peds 2 1 Bikes ---PAGE BREAK--- Total Vehicle Summary Evergreen Rd & Stacy Allison Way 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 9 1 0 0 12 7 0 18 0 4 0 0 0 0 0 51 7 0 0 1 3:05 PM 1 17 0 1 0 10 7 0 15 0 4 0 0 0 0 0 54 0 0 0 2 3:10 PM 2 16 1 0 0 6 12 0 25 0 1 0 0 1 0 0 64 0 0 0 0 3:15 PM 1 16 0 0 1 8 9 0 20 0 4 0 0 0 0 0 59 0 0 0 0 3:20 PM 2 14 0 0 1 6 6 0 14 0 5 0 0 0 0 0 48 0 0 0 0 3:25 PM 2 12 0 0 1 7 7 0 16 0 5 0 1 0 0 0 51 0 0 1 0 3:30 PM 0 21 0 0 0 10 6 0 14 0 5 0 0 0 0 0 56 0 0 0 0 3:35 PM 4 11 1 0 0 9 7 0 23 0 3 0 0 0 0 0 58 0 0 0 0 3:40 PM 2 14 1 0 0 20 11 0 19 0 4 0 0 0 0 0 71 0 0 0 0 3:45 PM 2 17 0 0 1 12 6 0 8 0 3 0 0 0 0 0 49 3 0 0 3 3:50 PM 6 19 0 0 0 6 5 0 15 0 7 0 1 0 0 0 59 0 0 0 0 3:55 PM 5 24 1 0 0 14 8 0 20 0 7 0 1 0 0 0 80 3 0 0 2 4:00 PM 3 19 0 0 0 21 11 0 21 0 3 0 0 0 0 0 78 2 0 3 0 4:05 PM 1 25 0 0 1 13 9 0 21 0 5 0 0 0 0 0 75 1 0 0 0 4:10 PM 5 19 0 0 0 13 7 0 16 0 6 0 0 0 0 0 66 0 0 0 0 4:15 PM 5 25 0 0 1 12 11 0 19 1 6 0 0 0 0 0 80 0 0 0 0 4:20 PM 0 25 0 0 0 19 8 0 16 0 4 0 0 0 0 0 72 0 0 0 0 4:25 PM 3 21 0 0 0 14 8 0 18 0 6 0 0 0 0 0 70 0 0 0 0 4:30 PM 0 15 0 0 0 12 12 0 20 0 3 0 1 0 0 0 63 0 0 3 0 4:35 PM 5 13 0 0 1 17 6 0 18 0 5 0 0 0 1 0 66 0 0 0 0 4:40 PM 1 8 0 0 0 10 13 0 22 0 5 0 0 0 0 0 59 0 0 0 0 4:45 PM 3 18 0 0 0 15 10 0 17 0 7 0 0 0 0 0 70 0 0 0 0 4:50 PM 3 20 1 0 0 24 7 0 19 0 6 0 0 0 0 0 80 0 0 0 0 4:55 PM 2 12 2 0 2 20 10 0 16 1 6 0 0 0 0 0 71 0 0 0 0 5:00 PM 3 22 0 0 0 14 8 0 21 0 4 0 0 0 0 0 72 0 0 0 0 5:05 PM 2 15 2 0 0 11 7 0 19 0 6 0 1 0 0 0 63 2 0 0 0 5:10 PM 4 25 0 0 1 13 11 0 18 0 5 0 0 0 0 0 77 1 0 0 1 5:15 PM 1 14 1 0 4 11 8 0 19 0 6 0 0 0 1 0 65 0 0 0 0 5:20 PM 2 15 0 0 1 10 3 0 23 1 9 0 0 0 0 0 64 0 0 0 0 5:25 PM 3 17 0 0 1 22 8 0 10 0 6 0 0 0 1 0 68 0 0 0 0 5:30 PM 2 16 0 0 0 17 10 0 17 0 6 0 0 0 0 0 68 0 0 0 0 5:35 PM 0 13 1 0 0 19 3 0 18 0 3 0 0 0 0 0 57 0 0 0 0 5:40 PM 1 12 0 0 0 20 13 0 22 0 2 0 0 0 0 0 70 0 0 0 0 5:45 PM 4 20 1 0 0 13 6 0 17 0 2 0 0 0 0 0 63 0 0 0 0 5:50 PM 3 13 0 0 1 15 13 0 15 0 1 0 0 0 1 0 62 1 0 0 1 5:55 PM 1 15 0 0 0 10 2 0 18 0 8 0 0 0 0 0 54 0 0 0 0 Total Survey 84 607 13 1 17 485 295 0 647 3 172 0 5 1 4 0 2,333 20 0 7 10 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 227 1 63 1 0 2 2 34 184 3 110 6 0 2 6 232 268 249 In Out 460 297 Out In 291 In 144 Out Out 6 In 3 0.84 PHF 3.7% HV 0.38 PHF 0.0% HV 0.94 PHF 2.4% HV 0.94 PHF 2.4% HV Peak Hour Summary 3:55 PM to 4:55 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 3 42 2 1 0 28 26 0 58 0 9 0 0 1 0 0 169 7 0 0 3 3:15 PM 5 42 0 0 3 21 22 0 50 0 14 0 1 0 0 0 158 0 0 1 0 3:30 PM 6 46 2 0 0 39 24 0 56 0 12 0 0 0 0 0 185 0 0 0 0 3:45 PM 13 60 1 0 1 32 19 0 43 0 17 0 2 0 0 0 188 6 0 0 5 4:00 PM 9 63 0 0 1 47 27 0 58 0 14 0 0 0 0 0 219 3 0 3 0 4:15 PM 8 71 0 0 1 45 27 0 53 1 16 0 0 0 0 0 222 0 0 0 0 4:30 PM 6 36 0 0 1 39 31 0 60 0 13 0 1 0 1 0 188 0 0 3 0 4:45 PM 8 50 3 0 2 59 27 0 52 1 19 0 0 0 0 0 221 0 0 0 0 5:00 PM 9 62 2 0 1 38 26 0 58 0 15 0 1 0 0 0 212 3 0 0 1 5:15 PM 6 46 1 0 6 43 19 0 52 1 21 0 0 0 2 0 197 0 0 0 0 5:30 PM 3 41 1 0 0 56 26 0 57 0 11 0 0 0 0 0 195 0 0 0 0 5:45 PM 8 48 1 0 1 38 21 0 50 0 11 0 0 0 1 0 179 1 0 0 1 Total Survey 84 607 13 1 17 485 295 0 647 3 172 0 5 1 4 0 2,333 20 0 7 10 Peak Hour Summary 3:55 PM to 4:55 PM Northbound Southbound Eastbound Westbound Pedestrians Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 268 249 517 0 297 460 757 0 291 144 435 0 3 6 9 0 859 6 0 6 2 %HV 3.7% 2.4% 2.4% 0.0% 2.8% PHF 0.84 0.94 0.94 0.38 0.92 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Total L T R L T R L T R L T R Volume 34 232 2 3 184 110 227 1 63 2 0 1 859 %HV 2.9% 3.9% 0.0% 0.0% 2.2% 2.7% 2.2% 0.0% 3.2% 0.0% 0.0% 0.0% 2.8% PHF 0.77 0.82 0.50 0.38 0.94 0.89 0.92 0.25 0.88 0.50 0.00 0.25 0.92 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 27 190 5 1 4 120 91 0 207 0 52 0 3 1 0 0 700 13 0 1 8 3:15 PM 33 211 3 0 5 139 92 0 207 0 57 0 3 0 0 0 750 9 0 4 5 3:30 PM 36 240 3 0 3 163 97 0 210 1 59 0 2 0 0 0 814 9 0 3 5 3:45 PM 36 230 1 0 4 163 104 0 214 1 60 0 3 0 1 0 817 9 0 6 5 4:00 PM 31 220 3 0 5 190 112 0 223 2 62 0 1 0 1 0 850 3 0 6 0 4:15 PM 31 219 5 0 5 181 111 0 223 2 63 0 2 0 1 0 843 3 0 3 1 4:30 PM 29 194 6 0 10 179 103 0 222 2 68 0 2 0 3 0 818 3 0 3 1 4:45 PM 26 199 7 0 9 196 98 0 219 2 66 0 1 0 2 0 825 3 0 0 1 5:00 PM 26 197 5 0 8 175 92 0 217 1 58 0 1 0 3 0 783 4 0 0 2 2.4% 3.7% By Movement By Approach Total Total Total Total 268 0.84 0.38 3 0.94 291 0.94 297 0.0% 2.4% ---PAGE BREAK--- Heavy Vehicle Summary Evergreen Rd & Stacy Allison Way 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:05 PM 1 1 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3 3:10 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 3:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 3:20 PM 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 1 1 2 0 0 2 0 0 0 0 3 3:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 3:35 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 3:40 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 3:50 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 3:55 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2 4:00 PM 1 1 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3 4:05 PM 0 2 0 2 0 0 0 0 2 0 0 2 0 0 0 0 4 4:10 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 4:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:20 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:25 PM 0 1 0 1 0 0 1 1 1 0 0 1 0 0 0 0 3 4:30 PM 0 2 0 2 0 0 0 0 0 0 1 1 0 0 0 0 3 4:35 PM 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 4:45 PM 0 1 0 1 0 0 1 1 0 0 1 1 0 0 0 0 3 4:50 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 0 0 0 3 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5:05 PM 1 1 0 2 0 1 0 1 3 0 0 3 0 0 0 0 6 5:10 PM 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 5:20 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 5:25 PM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 3 5:35 PM 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 2 2 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 5:50 PM 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 Total Survey 4 13 0 17 0 6 10 16 18 0 3 21 0 0 0 0 54 Tuesday, July 23, 2019 5 0 2 0 0 0 0 1 4 0 3 9 10 6 In Out 14 7 Out In 7 In 4 Out Peak Hour Summary 3:55 PM to 4:55 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 1 1 0 2 0 0 1 1 2 0 0 2 0 0 0 0 5 3:15 PM 0 0 0 0 0 0 2 2 2 0 0 2 0 0 0 0 4 3:30 PM 0 1 0 1 0 0 1 1 1 0 0 1 0 0 0 0 3 3:45 PM 0 0 0 0 0 1 1 2 2 0 0 2 0 0 0 0 4 4:00 PM 1 3 0 4 0 1 0 1 3 0 0 3 0 0 0 0 8 4:15 PM 0 3 0 3 0 0 1 1 1 0 0 1 0 0 0 0 5 4:30 PM 0 2 0 2 0 0 0 0 0 0 1 1 0 0 0 0 3 4:45 PM 0 1 0 1 0 2 2 4 0 0 1 1 0 0 0 0 6 5:00 PM 2 1 0 3 0 1 0 1 3 0 0 3 0 0 0 0 7 5:15 PM 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 2 2 3 0 0 3 0 0 0 0 5 5:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total Survey 4 13 0 17 0 6 10 16 18 0 3 21 0 0 0 0 54 Heavy Vehicle Peak Hour Summary 3:55 PM to 4:55 PM Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way In Out Total In Out Total In Out Total In Out Total Volume 10 6 16 7 14 21 7 4 11 0 0 0 24 PHF 0.63 0.44 0.58 0.00 0.67 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd Stacy Allison Way Stacy Allison Way L T R Total L T R Total L T R Total L T R Total Volume 1 9 0 10 0 4 3 7 5 0 2 7 0 0 0 0 24 PHF 0.25 0.56 0.00 0.63 0.00 0.50 0.38 0.44 0.42 0.00 0.50 0.58 0.00 0.00 0.00 0.00 0.67 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 1 2 0 3 0 1 5 6 7 0 0 7 0 0 0 0 16 3:15 PM 1 4 0 5 0 2 4 6 8 0 0 8 0 0 0 0 19 3:30 PM 1 7 0 8 0 2 3 5 7 0 0 7 0 0 0 0 20 3:45 PM 1 8 0 9 0 2 2 4 6 0 1 7 0 0 0 0 20 4:00 PM 1 9 0 10 0 3 3 6 4 0 2 6 0 0 0 0 22 4:15 PM 2 7 0 9 0 3 3 6 4 0 2 6 0 0 0 0 21 4:30 PM 2 5 0 7 0 4 2 6 3 0 3 6 0 0 0 0 19 4:45 PM 2 3 0 5 0 4 4 8 6 0 2 8 0 0 0 0 21 5:00 PM 2 2 0 4 0 2 2 4 7 0 1 8 0 0 0 0 16 Stacy Allison Way Westbound By Approach Evergreen Rd Evergreen Rd Stacy Allison Way Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 3:55 PM to 4:55 PM Tuesday, July 23, 2019 297 460 110 184 3 1 0 144  0 3 0 2 227 0 291 1 6 0 63 34 232 2 0 0 Evergreen Rd & Stacy Allison Way Evergreen Rd Stacy Allison Way Stacy Allison Way 0 Bikes 0 Bikes 6 Peds Peds 2 Clay Carney (503) 833-2740 0 Peds Peds 6 0 Bikes 34 232 2 249 268 Count Period: 3:00 PM to 6:00 PM 291 3 WB 0.38 0.0% EB 0.94 2.4% 0 Evergreen Rd NB 0.84 3.7% 268 SB 0.94 2.4% Intersection 0.92 2.8% 297 859 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 6 Peds Peds 2 Clay Carney (503) 833-2740 0 Bikes 0 Peds Peds 6 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Evergreen Rd & W Hayes St 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 18 4 0 3 0 0 0 0 2 0 0 1 1 10 0 39 0 0 0 0 6:05 AM 0 14 2 0 3 4 0 0 0 0 0 0 6 2 11 0 42 0 0 0 0 6:10 AM 0 16 4 0 1 2 0 0 1 1 0 0 4 1 10 0 40 0 0 0 0 6:15 AM 0 18 4 1 3 0 0 0 1 0 0 0 5 0 5 0 36 0 1 1 0 6:20 AM 0 12 4 0 2 2 0 0 1 2 0 0 3 0 6 0 32 0 0 0 0 6:25 AM 0 15 7 0 3 1 0 1 1 0 0 0 4 2 7 1 40 0 2 0 1 6:30 AM 0 18 7 0 4 3 1 0 1 0 0 0 1 1 5 0 41 0 0 0 0 6:35 AM 0 17 5 0 2 2 0 0 0 2 0 0 2 1 5 0 36 0 0 0 0 6:40 AM 0 15 8 0 1 4 2 0 1 0 0 0 6 1 6 0 44 0 0 0 0 6:45 AM 0 15 6 0 2 0 0 0 2 0 0 0 0 0 8 0 33 0 0 0 0 6:50 AM 0 10 8 0 4 1 0 0 0 0 0 0 1 3 8 0 35 0 1 0 0 6:55 AM 0 11 1 0 7 4 1 0 3 2 0 0 4 5 8 0 46 0 0 0 1 7:00 AM 0 10 12 0 1 5 0 0 1 1 0 0 3 0 8 0 41 0 1 0 0 7:05 AM 0 18 5 0 3 3 2 0 0 3 0 0 1 0 6 0 41 0 1 0 0 7:10 AM 0 16 6 0 1 2 1 0 5 1 0 0 2 3 8 0 45 0 2 0 0 7:15 AM 0 10 1 0 2 3 0 0 1 0 0 0 2 3 2 0 24 0 0 0 0 7:20 AM 0 11 2 0 1 3 0 0 0 3 0 0 3 1 8 0 32 0 1 0 0 7:25 AM 0 12 7 0 1 2 1 0 1 3 0 0 5 0 6 0 38 0 0 0 0 7:30 AM 0 12 2 0 5 4 0 0 0 2 0 0 3 0 8 0 36 0 3 0 0 7:35 AM 0 17 4 0 2 1 0 0 2 0 0 0 0 2 8 0 36 0 0 0 0 7:40 AM 0 11 3 0 2 1 0 0 0 0 0 0 1 1 13 0 32 0 0 0 0 7:45 AM 0 12 3 0 1 2 0 0 0 2 0 0 4 4 10 0 38 0 0 0 0 7:50 AM 0 7 3 0 4 1 0 0 0 2 0 0 4 6 4 0 31 0 0 0 0 7:55 AM 0 3 4 0 1 1 1 0 0 0 0 0 0 1 7 0 18 0 0 0 1 8:00 AM 0 8 6 0 4 1 0 0 2 2 0 0 1 4 13 0 41 0 0 0 0 8:05 AM 0 10 1 0 0 4 0 1 0 0 0 0 4 3 8 1 30 0 0 0 0 8:10 AM 0 5 5 0 2 1 0 0 0 1 0 0 4 1 8 0 27 0 0 1 0 8:15 AM 0 5 1 1 5 4 3 0 1 1 0 0 2 2 6 0 30 0 0 0 0 8:20 AM 0 11 1 0 3 6 2 0 2 0 0 0 4 8 4 0 41 0 0 0 0 8:25 AM 0 11 4 0 2 2 0 0 0 3 0 0 4 3 7 0 36 0 0 0 0 8:30 AM 0 9 0 0 2 1 1 0 0 1 0 0 1 4 8 0 27 0 0 0 0 8:35 AM 0 5 3 0 3 3 0 0 0 3 0 0 3 1 5 0 26 0 0 0 0 8:40 AM 0 9 2 0 4 1 0 0 2 0 0 0 3 3 7 0 31 0 1 0 0 8:45 AM 0 12 10 0 5 2 2 0 1 1 0 0 2 4 7 0 46 0 2 0 0 8:50 AM 0 11 3 1 3 3 1 0 1 2 0 0 7 0 5 0 36 0 1 0 1 8:55 AM 0 8 2 0 4 0 0 0 0 5 0 0 1 3 7 0 30 0 2 0 0 Total Survey 0 422 150 3 96 79 18 2 30 45 0 0 101 74 262 2 1,277 0 18 2 4 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 16 11 0 80 16 32 73 0 27 33 7 0 8 2 1 175 248 59 In Out 271 67 Out In 27 In 23 Out Out 117 In 128 0.89 PHF 0.4% HV 0.80 PHF 0.8% HV 0.61 PHF 0.0% HV 0.64 PHF 1.5% HV Peak Hour Summary 6:15 AM to 7:15 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 48 10 0 7 6 0 0 1 3 0 0 11 4 31 0 121 0 0 0 0 6:15 AM 0 45 15 1 8 3 0 1 3 2 0 0 12 2 18 1 108 0 3 1 1 6:30 AM 0 50 20 0 7 9 3 0 2 2 0 0 9 3 16 0 121 0 0 0 0 6:45 AM 0 36 15 0 13 5 1 0 5 2 0 0 5 8 24 0 114 0 1 0 1 7:00 AM 0 44 23 0 5 10 3 0 6 5 0 0 6 3 22 0 127 0 4 0 0 7:15 AM 0 33 10 0 4 8 1 0 2 6 0 0 10 4 16 0 94 0 1 0 0 7:30 AM 0 40 9 0 9 6 0 0 2 2 0 0 4 3 29 0 104 0 3 0 0 7:45 AM 0 22 10 0 6 4 1 0 0 4 0 0 8 11 21 0 87 0 0 0 1 8:00 AM 0 23 12 0 6 6 0 1 2 3 0 0 9 8 29 1 98 0 0 1 0 8:15 AM 0 27 6 1 10 12 5 0 3 4 0 0 10 13 17 0 107 0 0 0 0 8:30 AM 0 23 5 0 9 5 1 0 2 4 0 0 7 8 20 0 84 0 1 0 0 8:45 AM 0 31 15 1 12 5 3 0 2 8 0 0 10 7 19 0 112 0 5 0 1 Total Survey 0 422 150 3 96 79 18 2 30 45 0 0 101 74 262 2 1,277 0 18 2 4 Peak Hour Summary 6:15 AM to 7:15 AM Northbound Southbound Eastbound Westbound Pedestrians Evergreen Rd Evergreen Rd W Hayes St W Hayes St Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 248 59 307 1 67 271 338 1 27 23 50 0 128 117 245 1 470 0 8 1 2 %HV 0.4% 1.5% 0.0% 0.8% 0.6% PHF 0.89 0.64 0.61 0.80 0.92 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd W Hayes St W Hayes St Total L T R L T R L T R L T R Volume 0 175 73 33 27 7 16 11 0 32 16 80 470 %HV 0.0% 0.0% 1.4% 0.0% 3.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1.3% 0.6% PHF 0.00 0.88 0.79 0.63 0.56 0.58 0.67 0.46 0.00 0.67 0.50 0.83 0.92 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 179 60 1 35 23 4 1 11 9 0 0 37 17 89 1 464 0 4 1 2 6:15 AM 0 175 73 1 33 27 7 1 16 11 0 0 32 16 80 1 470 0 8 1 2 6:30 AM 0 163 68 0 29 32 8 0 15 15 0 0 30 18 78 0 456 0 6 0 1 6:45 AM 0 153 57 0 31 29 5 0 15 15 0 0 25 18 91 0 439 0 9 0 1 7:00 AM 0 139 52 0 24 28 5 0 10 17 0 0 28 21 88 0 412 0 8 0 1 7:15 AM 0 118 41 0 25 24 2 1 6 15 0 0 31 26 95 1 383 0 4 1 1 7:30 AM 0 112 37 1 31 28 6 1 7 13 0 0 31 35 96 1 396 0 3 1 1 7:45 AM 0 95 33 1 31 27 7 1 7 15 0 0 34 40 87 1 376 0 1 1 1 8:00 AM 0 104 38 2 37 28 9 1 9 19 0 0 36 36 85 1 401 0 6 1 1 1.5% 0.4% By Movement By Approach Total Total Total Total 248 0.89 0.80 128 0.61 27 0.64 67 0.8% 0.0% ---PAGE BREAK--- Heavy Vehicle Summary Evergreen Rd & W Hayes St 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:05 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:10 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:20 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 6:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:55 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:05 AM 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 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:20 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:25 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:35 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:55 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:05 AM 0 2 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 8:10 AM 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 0 0 0 0 0 8:20 AM 0 1 0 1 1 1 0 2 0 0 0 0 0 0 1 1 4 8:25 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 8:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 8:35 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 8:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 8:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:55 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 2 Total Survey 0 6 2 8 3 3 0 6 0 3 0 3 1 1 4 6 23 Tuesday, July 23, 2019 0 0 0 1 0 0 1 0 1 0 0 0 1 1 In Out 1 1 Out In 0 In 0 Out Peak Hour Summary 6:15 AM to 7:15 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 7:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3 7:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 2 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 8:15 AM 0 1 0 1 1 1 0 2 0 1 0 1 0 0 1 1 5 8:30 AM 0 0 0 0 1 1 0 2 0 0 0 0 0 0 1 1 3 8:45 AM 0 0 1 1 1 0 0 1 0 0 0 0 0 0 1 1 3 Total Survey 0 6 2 8 3 3 0 6 0 3 0 3 1 1 4 6 23 Heavy Vehicle Peak Hour Summary 6:15 AM to 7:15 AM Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd W Hayes St W Hayes St In Out Total In Out Total In Out Total In Out Total Volume 1 1 2 1 1 2 0 0 0 1 1 2 3 PHF 0.25 0.25 0.00 0.25 0.38 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd W Hayes St W Hayes St L T R Total L T R Total L T R Total L T R Total Volume 0 0 1 1 0 1 0 1 0 0 0 0 0 0 1 1 3 PHF 0.00 0.00 0.25 0.25 0.00 0.25 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.25 0.38 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 1 0 1 0 1 0 1 0 0 1 1 3 6:15 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 0 1 1 3 6:30 AM 0 1 1 2 0 1 0 1 0 1 0 1 0 1 1 2 6 6:45 AM 0 2 1 3 0 1 0 1 0 1 0 1 0 1 1 2 7 7:00 AM 0 3 1 4 0 0 0 0 0 1 0 1 0 1 0 1 6 7:15 AM 0 5 0 5 0 0 0 0 0 1 0 1 1 1 0 2 8 7:30 AM 0 5 0 5 1 1 0 2 0 1 0 1 1 0 1 2 10 7:45 AM 0 4 0 4 2 2 0 4 0 1 0 1 1 0 2 3 12 8:00 AM 0 3 1 4 3 2 0 5 0 1 0 1 1 0 3 4 14 W Hayes St Westbound By Approach Evergreen Rd Evergreen Rd W Hayes St Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 6:15 AM to 7:15 AM Tuesday, July 23, 2019 67 271 7 27 33 80 0 23  16 128 0 32 16 0 27 11 117 0 0 0 175 73 0 0 Evergreen Rd & W Hayes St Evergreen Rd W Hayes St W Hayes St 1 Bikes 1 Bikes 0 Peds Peds 2 Clay Carney (503) 833-2740 8 Peds Peds 1 0 Bikes 0 175 73 59 248 Count Period: 6:00 AM to 9:00 AM 27 128 WB 0.80 0.8% EB 0.61 0.0% 0 Evergreen Rd NB 0.89 0.4% 248 SB 0.64 1.5% Intersection 0.92 0.6% 67 470 Approach HV% PHF Volume 0 1 Bikes 1 Bikes 0 Peds Peds 2 Clay Carney (503) 833-2740 1 Bikes 8 Peds Peds 1 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Evergreen Rd & W Hayes St 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 7 8 0 10 4 0 0 1 3 0 0 8 9 2 0 52 0 2 0 3 3:05 PM 0 7 10 1 13 3 0 0 2 3 0 0 8 4 7 1 57 0 0 0 0 3:10 PM 0 10 5 1 2 2 1 0 0 4 0 0 12 8 9 0 53 0 0 0 0 3:15 PM 1 8 4 0 9 2 0 0 1 6 0 0 6 6 2 0 45 0 0 0 0 3:20 PM 0 5 1 0 10 0 0 0 1 2 0 0 5 4 12 0 40 0 1 0 0 3:25 PM 0 7 5 0 8 4 0 0 2 8 0 0 3 6 5 0 48 0 0 0 0 3:30 PM 0 10 6 0 7 7 2 0 1 5 0 0 4 5 11 0 58 0 1 0 0 3:35 PM 0 5 6 0 8 5 0 0 1 8 0 0 14 5 9 0 61 0 2 0 0 3:40 PM 0 8 8 0 10 10 2 0 3 4 0 0 10 9 6 0 70 0 0 0 0 3:45 PM 0 10 8 0 13 2 1 0 0 4 0 0 11 7 8 0 64 0 0 0 0 3:50 PM 0 9 9 0 13 4 1 0 4 5 0 0 8 8 12 0 73 0 0 0 0 3:55 PM 0 12 11 0 13 6 4 0 2 5 0 0 9 5 11 0 78 0 0 0 0 4:00 PM 0 7 5 0 6 9 1 0 3 3 0 0 9 11 11 0 65 0 2 1 0 4:05 PM 1 6 10 0 15 11 0 0 6 1 0 0 5 11 16 0 82 0 2 0 0 4:10 PM 0 8 10 0 10 8 1 0 3 4 0 0 13 13 10 0 80 0 2 0 0 4:15 PM 0 15 11 0 10 8 0 0 1 9 0 0 12 6 14 0 86 0 0 0 0 4:20 PM 0 13 9 0 15 7 1 0 0 6 0 0 7 8 11 0 77 0 1 0 0 4:25 PM 0 10 3 0 8 11 0 0 3 4 0 0 7 7 10 0 63 0 1 0 0 4:30 PM 0 11 9 0 10 6 2 0 1 6 0 0 8 5 5 0 63 0 1 0 0 4:35 PM 0 5 4 0 12 7 3 0 3 1 0 0 15 7 8 0 65 0 2 0 0 4:40 PM 0 6 3 1 9 5 1 0 1 6 0 0 9 6 5 0 51 0 0 0 1 4:45 PM 0 13 8 0 10 8 1 0 0 10 0 0 21 7 6 0 84 0 1 0 0 4:50 PM 0 9 8 0 11 13 4 0 2 4 0 0 1 8 11 0 71 0 0 0 0 4:55 PM 0 7 7 0 20 13 0 0 1 7 0 0 14 8 8 0 85 0 1 0 2 5:00 PM 0 16 6 0 3 11 0 0 0 4 0 0 13 6 7 0 66 0 0 0 0 5:05 PM 0 7 6 0 11 6 3 0 4 1 0 0 17 8 6 0 69 0 0 0 0 5:10 PM 1 17 8 0 11 5 1 0 2 6 0 0 8 6 10 0 75 0 0 0 0 5:15 PM 0 11 5 0 8 7 1 0 1 9 0 0 8 6 5 0 61 0 0 1 0 5:20 PM 0 6 8 0 12 6 2 0 2 5 0 0 8 10 6 0 65 0 0 0 0 5:25 PM 0 10 10 0 13 10 0 0 0 6 0 0 8 7 11 0 75 0 0 0 0 5:30 PM 0 7 11 0 20 9 2 0 0 3 0 0 7 5 8 0 72 0 2 1 0 5:35 PM 0 6 12 0 10 7 3 0 3 2 0 0 9 5 6 0 63 0 0 0 0 5:40 PM 0 5 8 0 9 6 2 0 1 5 0 0 9 7 6 0 58 0 0 0 3 5:45 PM 0 8 9 0 11 6 1 0 3 7 1 0 6 5 14 0 71 0 0 0 0 5:50 PM 0 8 3 0 8 7 0 0 0 3 0 0 11 6 7 0 53 0 0 0 0 5:55 PM 0 8 6 0 10 9 1 0 2 6 0 0 9 13 5 0 69 0 0 0 0 Total Survey 3 317 260 3 378 244 41 0 60 175 1 0 332 257 300 1 2,368 0 21 3 9 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 21 62 0 111 92 125 88 1 108 133 13 0 11 3 0 119 208 233 In Out 251 254 Out In 83 In 106 Out Out 283 In 328 0.79 PHF 1.9% HV 0.82 PHF 1.8% HV 0.86 PHF 3.6% HV 0.79 PHF 2.0% HV Peak Hour Summary 4:05 PM to 5:05 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 24 23 2 25 9 1 0 3 10 0 0 28 21 18 1 162 0 2 0 3 3:15 PM 1 20 10 0 27 6 0 0 4 16 0 0 14 16 19 0 133 0 1 0 0 3:30 PM 0 23 20 0 25 22 4 0 5 17 0 0 28 19 26 0 189 0 3 0 0 3:45 PM 0 31 28 0 39 12 6 0 6 14 0 0 28 20 31 0 215 0 0 0 0 4:00 PM 1 21 25 0 31 28 2 0 12 8 0 0 27 35 37 0 227 0 6 1 0 4:15 PM 0 38 23 0 33 26 1 0 4 19 0 0 26 21 35 0 226 0 2 0 0 4:30 PM 0 22 16 1 31 18 6 0 5 13 0 0 32 18 18 0 179 0 3 0 1 4:45 PM 0 29 23 0 41 34 5 0 3 21 0 0 36 23 25 0 240 0 2 0 2 5:00 PM 1 40 20 0 25 22 4 0 6 11 0 0 38 20 23 0 210 0 0 0 0 5:15 PM 0 27 23 0 33 23 3 0 3 20 0 0 24 23 22 0 201 0 0 1 0 5:30 PM 0 18 31 0 39 22 7 0 4 10 0 0 25 17 20 0 193 0 2 1 3 5:45 PM 0 24 18 0 29 22 2 0 5 16 1 0 26 24 26 0 193 0 0 0 0 Total Survey 3 317 260 3 378 244 41 0 60 175 1 0 332 257 300 1 2,368 0 21 3 9 Peak Hour Summary 4:05 PM to 5:05 PM Northbound Southbound Eastbound Westbound Pedestrians Evergreen Rd Evergreen Rd W Hayes St W Hayes St Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 208 233 441 1 254 251 505 0 83 106 189 0 328 283 611 0 873 0 11 0 3 %HV 1.9% 2.0% 3.6% 1.8% 2.1% PHF 0.79 0.79 0.86 0.82 0.88 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd W Hayes St W Hayes St Total L T R L T R L T R L T R Volume 1 119 88 133 108 13 21 62 0 125 92 111 873 %HV 0.0% 3.4% 0.0% 1.5% 2.8% 0.0% 4.8% 3.2% 0.0% 0.8% 1.1% 3.6% 2.1% PHF 0.25 0.78 0.71 0.81 0.73 0.54 0.53 0.74 0.00 0.69 0.77 0.69 0.88 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 1 98 81 2 116 49 11 0 18 57 0 0 98 76 94 1 699 0 6 0 3 3:15 PM 2 95 83 0 122 68 12 0 27 55 0 0 97 90 113 0 764 0 10 1 0 3:30 PM 1 113 96 0 128 88 13 0 27 58 0 0 109 95 129 0 857 0 11 1 0 3:45 PM 1 112 92 1 134 84 15 0 27 54 0 0 113 94 121 0 847 0 11 1 1 4:00 PM 1 110 87 1 136 106 14 0 24 61 0 0 121 97 115 0 872 0 13 1 3 4:15 PM 1 129 82 1 130 100 16 0 18 64 0 0 132 82 101 0 855 0 7 0 3 4:30 PM 1 118 82 1 130 97 18 0 17 65 0 0 130 84 88 0 830 0 5 1 3 4:45 PM 1 114 97 0 138 101 19 0 16 62 0 0 123 83 90 0 844 0 4 2 5 5:00 PM 1 109 92 0 126 89 16 0 18 57 1 0 113 84 91 0 797 0 2 2 3 2.0% 1.9% By Movement By Approach Total Total Total Total 208 0.79 0.82 328 0.86 83 0.79 254 1.8% 3.6% ---PAGE BREAK--- Heavy Vehicle Summary Evergreen Rd & W Hayes St 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:05 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 3:10 PM 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 3:20 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:25 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 3:30 PM 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 3:40 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:45 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2 3:50 PM 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 1 0 1 0 0 0 0 0 1 0 1 2 4:00 PM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 2 2 4 4:05 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 1 1 3 4:10 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 4:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:20 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:25 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3 4:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2 4:35 PM 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 4:45 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 1 1 3 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:55 PM 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 5:05 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 1 1 3 5:10 PM 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 5:20 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 5:25 PM 0 1 0 1 1 0 0 1 0 1 0 1 0 0 0 0 3 5:30 PM 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 5:40 PM 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 1 0 1 0 0 0 0 1 5:50 PM 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 Total Survey 0 6 3 9 3 5 1 9 4 6 0 10 2 2 8 12 40 Tuesday, July 23, 2019 1 2 0 4 1 1 0 0 3 2 0 4 4 4 In Out 9 5 Out In 3 In 1 Out Peak Hour Summary 4:05 PM to 5:05 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Evergreen Rd Evergreen Rd W Hayes St W Hayes St Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 3:15 PM 0 0 1 1 0 0 0 0 0 1 0 1 1 0 0 1 3 3:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:45 PM 0 0 1 1 0 1 0 1 0 1 0 1 0 1 0 1 4 4:00 PM 0 0 1 1 0 2 0 2 2 0 0 2 0 0 3 3 8 4:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 1 0 1 5 4:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2 4:45 PM 0 0 0 0 2 1 0 3 0 1 0 1 1 0 1 2 6 5:00 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 2 2 4 5:15 PM 0 1 0 1 1 0 1 2 0 1 0 1 0 0 0 0 4 5:30 PM 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 1 0 1 0 0 0 0 1 Total Survey 0 6 3 9 3 5 1 9 4 6 0 10 2 2 8 12 40 Heavy Vehicle Peak Hour Summary 4:05 PM to 5:05 PM Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd W Hayes St W Hayes St In Out Total In Out Total In Out Total In Out Total Volume 4 4 8 5 9 14 3 1 4 6 4 10 18 PHF 0.33 0.42 0.75 0.75 0.75 Northbound Southbound Eastbound Westbound Evergreen Rd Evergreen Rd W Hayes St W Hayes St L T R Total L T R Total L T R Total L T R Total Volume 0 4 0 4 2 3 0 5 1 2 0 3 1 1 4 6 18 PHF 0.00 0.33 0.00 0.33 0.25 0.38 0.00 0.42 0.25 0.50 0.00 0.75 0.25 0.25 1.00 0.75 0.75 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 1 2 3 0 1 0 1 1 2 0 3 1 1 1 3 10 3:15 PM 0 1 3 4 0 3 0 3 2 2 0 4 1 1 3 5 16 3:30 PM 0 4 2 6 0 3 0 3 2 2 0 4 0 2 3 5 18 3:45 PM 0 4 2 6 0 3 0 3 2 2 0 4 0 2 4 6 19 4:00 PM 0 4 1 5 2 3 0 5 2 2 0 4 1 1 5 7 21 4:15 PM 0 4 0 4 2 2 0 4 1 2 0 3 1 1 4 6 17 4:30 PM 0 2 0 2 3 2 1 6 1 2 0 3 1 0 4 5 16 4:45 PM 0 1 0 1 3 2 1 6 1 2 0 3 1 0 3 4 14 5:00 PM 0 1 0 1 1 1 1 3 1 2 0 3 0 0 2 2 9 W Hayes St Westbound By Approach Evergreen Rd Evergreen Rd W Hayes St Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:05 PM to 5:05 PM Tuesday, July 23, 2019 254 251 13 108 133 111 0 106  92 328 0 125 21 0 83 62 283 0 0 1 119 88 0 0 Evergreen Rd & W Hayes St Evergreen Rd W Hayes St W Hayes St 0 Bikes 0 Bikes 0 Peds Peds 3 Clay Carney (503) 833-2740 11 Peds Peds 0 0 Bikes 1 119 88 233 208 Count Period: 3:00 PM to 6:00 PM 83 328 WB 0.82 1.8% EB 0.86 3.6% 0 Evergreen Rd NB 0.79 1.9% 208 SB 0.79 2.0% Intersection 0.88 2.1% 254 873 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 3 Clay Carney (503) 833-2740 1 Bikes 11 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary I-5 NB Ramp & Hwy 214 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 3 0 27 0 0 0 0 0 0 18 15 0 0 23 61 0 147 0 0 0 0 6:05 AM 11 0 17 0 0 0 0 0 0 17 17 0 0 27 75 0 164 0 0 0 0 6:10 AM 7 0 17 0 0 0 0 0 0 19 19 0 0 37 58 0 157 0 0 0 0 6:15 AM 10 0 25 0 0 0 0 0 0 19 19 0 0 37 61 0 171 0 0 0 0 6:20 AM 14 0 28 0 0 0 0 0 0 23 17 0 0 29 61 0 172 0 0 0 0 6:25 AM 10 0 18 0 0 0 0 0 0 21 14 0 0 40 49 0 152 0 0 0 0 6:30 AM 16 0 32 0 0 0 0 0 0 31 17 0 0 24 50 0 170 0 0 0 0 6:35 AM 9 0 30 0 0 0 0 0 0 25 24 0 0 48 48 0 184 0 0 0 0 6:40 AM 14 0 21 0 0 0 0 0 0 21 18 0 0 38 44 0 156 0 0 0 0 6:45 AM 17 0 31 0 0 0 0 0 0 28 14 0 0 33 50 0 173 0 0 0 0 6:50 AM 14 0 26 0 0 0 0 0 0 19 8 2 0 28 31 0 126 0 0 0 0 6:55 AM 9 0 31 0 0 0 0 0 0 32 12 0 0 23 31 0 138 1 0 0 0 7:00 AM 8 0 26 0 0 0 0 0 0 27 17 0 0 45 56 0 179 0 0 0 0 7:05 AM 6 0 22 0 0 0 0 0 0 24 16 0 0 47 38 0 153 3 0 1 0 7:10 AM 10 0 29 0 0 0 0 0 0 36 12 0 0 37 32 0 156 0 0 0 0 7:15 AM 6 0 32 0 0 0 0 0 0 25 13 0 0 37 45 0 158 0 0 0 0 7:20 AM 13 0 26 0 0 0 0 0 0 20 12 0 0 35 51 0 157 0 0 0 0 7:25 AM 9 0 32 0 0 0 0 0 0 28 15 0 0 35 37 0 156 0 0 0 0 7:30 AM 11 0 31 0 0 0 0 0 0 21 14 0 0 42 31 0 150 0 0 0 0 7:35 AM 8 0 36 0 0 0 0 0 0 29 6 0 0 32 38 0 149 0 0 0 0 7:40 AM 19 0 35 0 0 0 0 0 0 31 6 0 0 36 29 0 156 0 0 0 0 7:45 AM 18 0 40 0 0 0 0 0 0 33 12 0 0 44 49 0 196 0 0 0 0 7:50 AM 5 0 33 0 0 0 0 0 0 33 11 0 0 40 33 0 155 0 0 0 0 7:55 AM 20 0 36 0 0 0 0 0 0 39 4 0 0 29 34 0 162 0 0 0 0 8:00 AM 13 0 42 0 0 0 0 0 0 22 9 0 0 41 31 0 158 0 0 0 0 8:05 AM 11 0 14 0 0 0 0 0 0 27 8 0 0 48 31 0 139 0 0 0 0 8:10 AM 10 0 40 0 0 0 0 0 0 33 10 0 0 25 38 0 156 0 0 0 0 8:15 AM 13 0 26 0 0 0 0 0 0 30 10 0 0 46 25 0 150 0 0 0 0 8:20 AM 9 0 33 0 0 0 0 0 0 31 11 0 0 36 29 0 149 0 0 0 0 8:25 AM 13 0 27 0 0 0 0 0 0 25 11 0 0 33 25 0 134 0 0 0 0 8:30 AM 11 0 25 0 0 0 0 0 0 27 13 0 0 37 25 0 138 0 0 0 0 8:35 AM 13 0 22 0 0 0 0 0 0 35 8 0 0 39 25 0 142 0 0 0 0 8:40 AM 13 0 24 0 0 0 0 0 0 33 8 0 0 29 32 0 139 0 0 0 0 8:45 AM 10 0 25 0 0 0 0 0 0 25 5 0 0 44 21 0 130 0 1 0 0 8:50 AM 12 0 30 0 0 0 0 0 0 36 10 0 0 31 24 0 143 0 1 0 0 8:55 AM 9 0 32 0 0 0 0 0 0 35 7 0 0 38 18 0 139 0 0 0 0 Total Survey 404 0 1,021 0 0 0 0 0 0 978 442 2 0 1,293 1,416 0 5,554 4 2 1 0 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 0 282 196 614 409 0 302 139 0 0 0 1 0 0 0 0 441 196 In Out 614 0 Out In 478 In 548 Out Out 584 In 1,023 0.86 PHF 9.1% HV 0.87 PHF 4.4% HV 0.88 PHF 6.3% HV 0.00 PHF 0.0% HV Peak Hour Summary 6:05 AM to 7:05 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 21 0 61 0 0 0 0 0 0 54 51 0 0 87 194 0 468 0 0 0 0 6:15 AM 34 0 71 0 0 0 0 0 0 63 50 0 0 106 171 0 495 0 0 0 0 6:30 AM 39 0 83 0 0 0 0 0 0 77 59 0 0 110 142 0 510 0 0 0 0 6:45 AM 40 0 88 0 0 0 0 0 0 79 34 2 0 84 112 0 437 1 0 0 0 7:00 AM 24 0 77 0 0 0 0 0 0 87 45 0 0 129 126 0 488 3 0 1 0 7:15 AM 28 0 90 0 0 0 0 0 0 73 40 0 0 107 133 0 471 0 0 0 0 7:30 AM 38 0 102 0 0 0 0 0 0 81 26 0 0 110 98 0 455 0 0 0 0 7:45 AM 43 0 109 0 0 0 0 0 0 105 27 0 0 113 116 0 513 0 0 0 0 8:00 AM 34 0 96 0 0 0 0 0 0 82 27 0 0 114 100 0 453 0 0 0 0 8:15 AM 35 0 86 0 0 0 0 0 0 86 32 0 0 115 79 0 433 0 0 0 0 8:30 AM 37 0 71 0 0 0 0 0 0 95 29 0 0 105 82 0 419 0 0 0 0 8:45 AM 31 0 87 0 0 0 0 0 0 96 22 0 0 113 63 0 412 0 2 0 0 Total Survey 404 0 1,021 0 0 0 0 0 0 978 442 2 0 1,293 1,416 0 5,554 4 2 1 0 Peak Hour Summary 6:05 AM to 7:05 AM Northbound Southbound Eastbound Westbound Pedestrians I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 441 196 637 0 0 614 614 0 478 548 1,026 2 1,023 584 1,607 0 1,942 1 0 0 0 %HV 9.1% 0.0% 6.3% 4.4% 5.9% PHF 0.86 0.00 0.88 0.87 0.95 Northbound Southbound Eastbound Westbound I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 139 0 302 0 0 0 0 282 196 0 409 614 1,942 %HV 12.9% 0.0% 7.3% 0.0% 0.0% 0.0% 0.0% 7.1% 5.1% 0.0% 5.6% 3.6% 5.9% PHF 0.77 0.00 0.86 0.00 0.00 0.00 0.00 0.89 0.83 0.00 0.86 0.79 0.95 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 134 0 303 0 0 0 0 0 0 273 194 2 0 387 619 0 1,910 1 0 0 0 6:15 AM 137 0 319 0 0 0 0 0 0 306 188 2 0 429 551 0 1,930 4 0 1 0 6:30 AM 131 0 338 0 0 0 0 0 0 316 178 2 0 430 513 0 1,906 4 0 1 0 6:45 AM 130 0 357 0 0 0 0 0 0 320 145 2 0 430 469 0 1,851 4 0 1 0 7:00 AM 133 0 378 0 0 0 0 0 0 346 138 0 0 459 473 0 1,927 3 0 1 0 7:15 AM 143 0 397 0 0 0 0 0 0 341 120 0 0 444 447 0 1,892 0 0 0 0 7:30 AM 150 0 393 0 0 0 0 0 0 354 112 0 0 452 393 0 1,854 0 0 0 0 7:45 AM 149 0 362 0 0 0 0 0 0 368 115 0 0 447 377 0 1,818 0 0 0 0 8:00 AM 137 0 340 0 0 0 0 0 0 359 110 0 0 447 324 0 1,717 0 2 0 0 0.0% 9.1% By Movement By Approach Total Total Total Total 441 0.86 0.87 1,023 0.88 478 0.00 0 4.4% 6.3% ---PAGE BREAK--- Heavy Vehicle Summary I-5 NB Ramp & Hwy 214 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 3 3 0 0 0 0 0 0 1 1 0 1 2 3 7 6:05 AM 3 0 0 3 0 0 0 0 0 3 1 4 0 2 2 4 11 6:10 AM 2 0 2 4 0 0 0 0 0 1 0 1 0 1 1 2 7 6:15 AM 2 0 3 5 0 0 0 0 0 1 2 3 0 3 3 6 14 6:20 AM 0 0 1 1 0 0 0 0 0 2 0 2 0 1 4 5 8 6:25 AM 2 0 1 3 0 0 0 0 0 1 1 2 0 1 2 3 8 6:30 AM 1 0 0 1 0 0 0 0 0 4 1 5 0 2 5 7 13 6:35 AM 0 0 3 3 0 0 0 0 0 2 2 4 0 0 1 1 8 6:40 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 2 1 3 4 6:45 AM 2 0 4 6 0 0 0 0 0 2 0 2 0 3 2 5 13 6:50 AM 3 0 1 4 0 0 0 0 0 0 1 1 0 4 1 5 10 6:55 AM 2 0 2 4 0 0 0 0 0 3 0 3 0 3 0 3 10 7:00 AM 1 0 5 6 0 0 0 0 0 0 2 2 0 1 0 1 9 7:05 AM 1 0 2 3 0 0 0 0 0 0 1 1 0 5 0 5 9 7:10 AM 1 0 1 2 0 0 0 0 0 5 0 5 0 2 1 3 10 7:15 AM 2 0 2 4 0 0 0 0 0 2 1 3 0 1 2 3 10 7:20 AM 0 0 3 3 0 0 0 0 0 0 0 0 0 4 5 9 12 7:25 AM 2 0 2 4 0 0 0 0 0 5 0 5 0 1 1 2 11 7:30 AM 1 0 2 3 0 0 0 0 0 2 0 2 0 3 3 6 11 7:35 AM 2 0 2 4 0 0 0 0 0 1 0 1 0 6 1 7 12 7:40 AM 4 0 4 8 0 0 0 0 0 2 0 2 0 2 0 2 12 7:45 AM 0 0 5 5 0 0 0 0 0 4 2 6 0 3 4 7 18 7:50 AM 1 0 4 5 0 0 0 0 0 2 1 3 0 3 3 6 14 7:55 AM 2 0 2 4 0 0 0 0 0 1 0 1 0 5 0 5 10 8:00 AM 2 0 3 5 0 0 0 0 0 4 0 4 0 6 1 7 16 8:05 AM 3 0 3 6 0 0 0 0 0 3 1 4 0 7 2 9 19 8:10 AM 1 0 5 6 0 0 0 0 0 4 2 6 0 3 3 6 18 8:15 AM 3 0 1 4 0 0 0 0 0 1 2 3 0 6 2 8 15 8:20 AM 2 0 2 4 0 0 0 0 0 2 0 2 0 5 2 7 13 8:25 AM 4 0 1 5 0 0 0 0 0 4 1 5 0 2 2 4 14 8:30 AM 3 0 0 3 0 0 0 0 0 2 3 5 0 3 3 6 14 8:35 AM 0 0 3 3 0 0 0 0 0 3 1 4 0 4 4 8 15 8:40 AM 1 0 1 2 0 0 0 0 0 3 0 3 0 3 0 3 8 8:45 AM 2 0 3 5 0 0 0 0 0 1 2 3 0 2 2 4 12 8:50 AM 0 0 6 6 0 0 0 0 0 4 1 5 0 2 2 4 15 8:55 AM 2 0 2 4 0 0 0 0 0 5 1 6 0 6 2 8 18 Total Survey 57 0 84 141 0 0 0 0 0 80 30 110 0 108 69 177 428 Tuesday, July 23, 2019 0 20 10 22 23 0 22 18 0 0 0 0 40 10 In Out 22 0 Out In 30 In 41 Out Peak Hour Summary 6:05 AM to 7:05 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 5 0 5 10 0 0 0 0 0 4 2 6 0 4 5 9 25 6:15 AM 4 0 5 9 0 0 0 0 0 4 3 7 0 5 9 14 30 6:30 AM 1 0 3 4 0 0 0 0 0 7 3 10 0 4 7 11 25 6:45 AM 7 0 7 14 0 0 0 0 0 5 1 6 0 10 3 13 33 7:00 AM 3 0 8 11 0 0 0 0 0 5 3 8 0 8 1 9 28 7:15 AM 4 0 7 11 0 0 0 0 0 7 1 8 0 6 8 14 33 7:30 AM 7 0 8 15 0 0 0 0 0 5 0 5 0 11 4 15 35 7:45 AM 3 0 11 14 0 0 0 0 0 7 3 10 0 11 7 18 42 8:00 AM 6 0 11 17 0 0 0 0 0 11 3 14 0 16 6 22 53 8:15 AM 9 0 4 13 0 0 0 0 0 7 3 10 0 13 6 19 42 8:30 AM 4 0 4 8 0 0 0 0 0 8 4 12 0 10 7 17 37 8:45 AM 4 0 11 15 0 0 0 0 0 10 4 14 0 10 6 16 45 Total Survey 57 0 84 141 0 0 0 0 0 80 30 110 0 108 69 177 428 Heavy Vehicle Peak Hour Summary 6:05 AM to 7:05 AM Northbound Southbound Eastbound Westbound I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 40 10 50 0 22 22 30 41 71 45 42 87 115 PHF 0.71 0.00 0.68 0.75 0.87 Northbound Southbound Eastbound Westbound I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 18 0 22 40 0 0 0 0 0 20 10 30 0 23 22 45 115 PHF 0.64 0.00 0.69 0.71 0.00 0.00 0.00 0.00 0.00 0.71 0.63 0.68 0.00 0.58 0.50 0.75 0.87 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 17 0 20 37 0 0 0 0 0 20 9 29 0 23 24 47 113 6:15 AM 15 0 23 38 0 0 0 0 0 21 10 31 0 27 20 47 116 6:30 AM 15 0 25 40 0 0 0 0 0 24 8 32 0 28 19 47 119 6:45 AM 21 0 30 51 0 0 0 0 0 22 5 27 0 35 16 51 129 7:00 AM 17 0 34 51 0 0 0 0 0 24 7 31 0 36 20 56 138 7:15 AM 20 0 37 57 0 0 0 0 0 30 7 37 0 44 25 69 163 7:30 AM 25 0 34 59 0 0 0 0 0 30 9 39 0 51 23 74 172 7:45 AM 22 0 30 52 0 0 0 0 0 33 13 46 0 50 26 76 174 8:00 AM 23 0 30 53 0 0 0 0 0 36 14 50 0 49 25 74 177 Hwy 214 Westbound By Approach I-5 NB Ramp I-5 NB Ramp Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 6:05 AM to 7:05 AM Tuesday, July 23, 2019 0 614 0 0 0 614 0 548  409 1023 0 0 0 0 478 282 584 0 196 139 0 302 0 0 I-5 NB Ramp & Hwy 214 I-5 NB Ramp Hwy 214 Hwy 214 0 Bikes 0 Bikes 1 Peds Peds 0 Clay Carney (503) 833-2740 0 Peds Peds 0 2 Bikes 139 0 302 196 441 Count Period: 6:00 AM to 9:00 AM 478 1,023 WB 0.87 4.4% EB 0.88 6.3% 0 I-5 NB Ramp NB 0.86 9.1% 441 SB 0.00 0.0% Intersection 0.95 5.9% 0 1,942 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 1 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 0 Peds Peds 0 2 Bikes ---PAGE BREAK--- Total Vehicle Summary I-5 NB Ramp & Hwy 214 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 14 0 31 0 0 0 0 0 0 50 15 0 0 51 22 0 183 0 1 0 0 3:05 PM 11 0 20 0 0 0 0 0 0 72 31 0 0 62 14 0 210 0 0 0 0 3:10 PM 12 0 29 0 0 0 0 0 0 52 32 0 0 69 17 0 211 3 2 2 0 3:15 PM 19 0 25 0 0 0 0 0 0 69 24 0 0 65 18 0 220 2 0 2 0 3:20 PM 17 0 27 0 0 0 0 0 0 70 19 0 0 55 17 0 205 0 0 0 0 3:25 PM 14 0 20 0 0 0 0 0 0 65 15 0 0 47 20 0 181 0 0 0 0 3:30 PM 14 0 48 0 0 0 0 0 0 51 19 0 0 55 19 0 206 2 0 0 0 3:35 PM 23 0 37 0 0 0 0 0 0 82 14 0 0 67 20 0 243 0 0 0 0 3:40 PM 24 0 30 0 0 0 0 0 0 56 12 0 0 61 18 0 201 0 0 0 0 3:45 PM 21 0 33 0 0 0 0 0 0 81 16 0 0 63 16 0 230 1 0 1 0 3:50 PM 23 0 32 0 0 0 0 0 0 71 21 0 0 66 19 0 232 0 0 0 0 3:55 PM 17 0 32 0 0 0 0 0 0 80 20 0 0 67 20 0 236 1 1 0 0 4:00 PM 13 0 31 0 0 0 0 0 0 81 24 0 0 70 25 0 244 0 0 0 0 4:05 PM 28 0 34 0 0 0 0 0 0 91 20 0 0 78 28 0 279 0 0 0 0 4:10 PM 14 0 40 0 0 0 0 0 0 85 22 0 0 82 26 0 269 0 0 0 0 4:15 PM 13 0 34 0 0 0 0 0 0 72 21 0 0 68 17 0 225 0 0 0 0 4:20 PM 22 0 36 0 0 0 0 0 0 81 14 0 0 54 30 0 237 2 0 2 0 4:25 PM 9 0 18 0 0 0 0 0 0 66 14 0 0 69 21 0 197 0 0 0 0 4:30 PM 20 0 39 0 0 0 0 0 0 71 19 0 0 59 18 0 226 1 0 1 0 4:35 PM 16 0 26 0 0 0 0 0 0 70 19 0 0 71 22 0 224 0 1 0 0 4:40 PM 21 0 39 0 0 0 0 0 0 78 11 0 0 74 19 0 242 0 0 0 0 4:45 PM 18 0 30 0 0 0 0 0 0 66 20 0 0 70 22 0 226 0 0 0 0 4:50 PM 18 0 35 0 0 0 0 0 0 89 12 0 0 59 22 0 235 0 0 0 0 4:55 PM 15 0 29 0 0 0 0 0 0 80 18 0 0 75 23 0 240 0 0 0 0 5:00 PM 22 0 34 0 0 0 0 0 0 70 19 0 0 97 25 0 267 0 0 0 0 5:05 PM 17 0 38 0 0 0 0 0 0 79 17 0 0 70 21 0 242 1 0 0 0 5:10 PM 21 0 29 0 0 0 0 0 0 93 24 0 0 66 21 0 254 0 0 0 0 5:15 PM 32 0 45 0 0 0 0 0 0 66 19 0 0 93 25 0 280 0 0 0 0 5:20 PM 22 0 34 0 0 0 0 0 0 88 10 0 0 66 24 0 244 0 0 0 0 5:25 PM 25 0 53 0 0 0 0 0 0 78 18 0 0 67 15 0 256 0 0 0 0 5:30 PM 14 0 40 0 0 0 0 0 0 79 14 0 0 65 20 0 232 0 0 0 0 5:35 PM 18 0 33 0 0 0 0 0 0 80 17 0 0 55 24 0 227 0 0 0 0 5:40 PM 29 0 41 0 0 0 0 0 0 67 13 0 0 57 18 0 225 0 0 1 0 5:45 PM 30 0 39 0 0 0 0 0 0 78 18 0 0 65 22 0 252 0 0 0 0 5:50 PM 12 0 36 0 0 0 0 0 0 69 17 0 0 77 20 0 231 0 0 0 0 5:55 PM 18 0 37 0 0 0 0 0 0 51 8 0 0 38 16 0 168 0 0 0 0 Total Survey 676 0 1,214 0 0 0 0 0 0 2,627 646 0 0 2,373 744 0 8,280 13 5 9 0 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 0 946 199 261 857 0 439 243 0 0 0 1 0 0 0 0 682 199 In Out 261 0 Out In 1,145 In 1,100 Out Out 1,385 In 1,118 0.81 PHF 3.5% HV 0.90 PHF 2.7% HV 0.95 PHF 2.3% HV 0.00 PHF 0.0% HV Peak Hour Summary 4:40 PM to 5:40 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 37 0 80 0 0 0 0 0 0 174 78 0 0 182 53 0 604 3 3 2 0 3:15 PM 50 0 72 0 0 0 0 0 0 204 58 0 0 167 55 0 606 2 0 2 0 3:30 PM 61 0 115 0 0 0 0 0 0 189 45 0 0 183 57 0 650 2 0 0 0 3:45 PM 61 0 97 0 0 0 0 0 0 232 57 0 0 196 55 0 698 2 1 1 0 4:00 PM 55 0 105 0 0 0 0 0 0 257 66 0 0 230 79 0 792 0 0 0 0 4:15 PM 44 0 88 0 0 0 0 0 0 219 49 0 0 191 68 0 659 2 0 2 0 4:30 PM 57 0 104 0 0 0 0 0 0 219 49 0 0 204 59 0 692 1 1 1 0 4:45 PM 51 0 94 0 0 0 0 0 0 235 50 0 0 204 67 0 701 0 0 0 0 5:00 PM 60 0 101 0 0 0 0 0 0 242 60 0 0 233 67 0 763 1 0 0 0 5:15 PM 79 0 132 0 0 0 0 0 0 232 47 0 0 226 64 0 780 0 0 0 0 5:30 PM 61 0 114 0 0 0 0 0 0 226 44 0 0 177 62 0 684 0 0 1 0 5:45 PM 60 0 112 0 0 0 0 0 0 198 43 0 0 180 58 0 651 0 0 0 0 Total Survey 676 0 1,214 0 0 0 0 0 0 2,627 646 0 0 2,373 744 0 8,280 13 5 9 0 Peak Hour Summary 4:40 PM to 5:40 PM Northbound Southbound Eastbound Westbound Pedestrians I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 682 199 881 0 0 261 261 0 1,145 1,100 2,245 0 1,118 1,385 2,503 0 2,945 1 0 0 0 %HV 3.5% 0.0% 2.3% 2.7% 2.7% PHF 0.81 0.00 0.95 0.90 0.94 Northbound Southbound Eastbound Westbound I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 243 0 439 0 0 0 0 946 199 0 857 261 2,945 %HV 4.5% 0.0% 3.0% 0.0% 0.0% 0.0% 0.0% 2.0% 3.5% 0.0% 2.2% 4.2% 2.7% PHF 0.77 0.00 0.83 0.00 0.00 0.00 0.00 0.96 0.83 0.00 0.89 0.93 0.94 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 209 0 364 0 0 0 0 0 0 799 238 0 0 728 220 0 2,558 9 4 5 0 3:15 PM 227 0 389 0 0 0 0 0 0 882 226 0 0 776 246 0 2,746 6 1 3 0 3:30 PM 221 0 405 0 0 0 0 0 0 897 217 0 0 800 259 0 2,799 6 1 3 0 3:45 PM 217 0 394 0 0 0 0 0 0 927 221 0 0 821 261 0 2,841 5 2 4 0 4:00 PM 207 0 391 0 0 0 0 0 0 930 214 0 0 829 273 0 2,844 3 1 3 0 4:15 PM 212 0 387 0 0 0 0 0 0 915 208 0 0 832 261 0 2,815 4 1 3 0 4:30 PM 247 0 431 0 0 0 0 0 0 928 206 0 0 867 257 0 2,936 2 1 1 0 4:45 PM 251 0 441 0 0 0 0 0 0 935 201 0 0 840 260 0 2,928 1 0 1 0 5:00 PM 260 0 459 0 0 0 0 0 0 898 194 0 0 816 251 0 2,878 1 0 1 0 0.0% 3.5% By Movement By Approach Total Total Total Total 682 0.81 0.90 1,118 0.95 1,145 0.00 0 2.7% 2.3% ---PAGE BREAK--- Heavy Vehicle Summary I-5 NB Ramp & Hwy 214 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 5 5 0 0 0 0 0 0 2 2 0 2 0 2 9 3:05 PM 1 0 0 1 0 0 0 0 0 2 0 2 0 2 1 3 6 3:10 PM 2 0 2 4 0 0 0 0 0 3 0 3 0 2 0 2 9 3:15 PM 0 0 2 2 0 0 0 0 0 2 0 2 0 2 1 3 7 3:20 PM 0 0 2 2 0 0 0 0 0 1 0 1 0 1 1 2 5 3:25 PM 1 0 2 3 0 0 0 0 0 3 0 3 0 2 2 4 10 3:30 PM 0 0 7 7 0 0 0 0 0 0 1 1 0 1 0 1 9 3:35 PM 1 0 5 6 0 0 0 0 0 2 0 2 0 0 3 3 11 3:40 PM 0 0 2 2 0 0 0 0 0 1 0 1 0 1 0 1 4 3:45 PM 1 0 2 3 0 0 0 0 0 0 0 0 0 2 1 3 6 3:50 PM 2 0 5 7 0 0 0 0 0 1 1 2 0 2 2 4 13 3:55 PM 0 0 2 2 0 0 0 0 0 2 1 3 0 2 2 4 9 4:00 PM 1 0 1 2 0 0 0 0 0 4 0 4 0 1 2 3 9 4:05 PM 3 0 2 5 0 0 0 0 0 3 1 4 0 4 0 4 13 4:10 PM 2 0 2 4 0 0 0 0 0 1 2 3 0 3 3 6 13 4:15 PM 0 0 2 2 0 0 0 0 0 0 1 1 0 1 1 2 5 4:20 PM 0 0 2 2 0 0 0 0 0 4 0 4 0 0 0 0 6 4:25 PM 0 0 2 2 0 0 0 0 0 3 1 4 0 4 1 5 11 4:30 PM 0 0 4 4 0 0 0 0 0 0 0 0 0 1 1 2 6 4:35 PM 1 0 0 1 0 0 0 0 0 1 0 1 0 1 1 2 4 4:40 PM 1 0 3 4 0 0 0 0 0 2 1 3 0 1 0 1 8 4:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 2 3 4 4:50 PM 2 0 2 4 0 0 0 0 0 1 0 1 0 1 1 2 7 4:55 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 2 0 2 4 5:00 PM 3 0 0 3 0 0 0 0 0 1 0 1 0 1 0 1 5 5:05 PM 1 0 1 2 0 0 0 0 0 0 0 0 0 2 1 3 5 5:10 PM 2 0 0 2 0 0 0 0 0 3 1 4 0 3 1 4 10 5:15 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 2 1 3 5 5:20 PM 0 0 4 4 0 0 0 0 0 3 1 4 0 3 0 3 11 5:25 PM 0 0 1 1 0 0 0 0 0 2 1 3 0 1 1 2 6 5:30 PM 0 0 1 1 0 0 0 0 0 1 3 4 0 1 3 4 9 5:35 PM 0 0 1 1 0 0 0 0 0 3 0 3 0 1 1 2 6 5:40 PM 3 0 2 5 0 0 0 0 0 0 2 2 0 0 1 1 8 5:45 PM 1 0 0 1 0 0 0 0 0 2 1 3 0 4 0 4 8 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 5:55 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Survey 32 0 66 98 0 0 0 0 0 54 20 74 0 60 34 94 266 Tuesday, July 23, 2019 0 19 7 11 19 0 13 11 0 0 0 0 24 7 In Out 11 0 Out In 26 In 30 Out Peak Hour Summary 4:40 PM to 5:40 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 3 0 7 10 0 0 0 0 0 5 2 7 0 6 1 7 24 3:15 PM 1 0 6 7 0 0 0 0 0 6 0 6 0 5 4 9 22 3:30 PM 1 0 14 15 0 0 0 0 0 3 1 4 0 2 3 5 24 3:45 PM 3 0 9 12 0 0 0 0 0 3 2 5 0 6 5 11 28 4:00 PM 6 0 5 11 0 0 0 0 0 8 3 11 0 8 5 13 35 4:15 PM 0 0 6 6 0 0 0 0 0 7 2 9 0 5 2 7 22 4:30 PM 2 0 7 9 0 0 0 0 0 3 1 4 0 3 2 5 18 4:45 PM 2 0 2 4 0 0 0 0 0 4 0 4 0 4 3 7 15 5:00 PM 6 0 1 7 0 0 0 0 0 4 1 5 0 6 2 8 20 5:15 PM 2 0 5 7 0 0 0 0 0 5 2 7 0 6 2 8 22 5:30 PM 3 0 4 7 0 0 0 0 0 4 5 9 0 2 5 7 23 5:45 PM 3 0 0 3 0 0 0 0 0 2 1 3 0 7 0 7 13 Total Survey 32 0 66 98 0 0 0 0 0 54 20 74 0 60 34 94 266 Heavy Vehicle Peak Hour Summary 4:40 PM to 5:40 PM Northbound Southbound Eastbound Westbound I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 24 7 31 0 11 11 26 30 56 30 32 62 80 PHF 0.75 0.00 0.59 0.75 0.77 Northbound Southbound Eastbound Westbound I-5 NB Ramp I-5 NB Ramp Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 11 0 13 24 0 0 0 0 0 19 7 26 0 19 11 30 80 PHF 0.46 0.00 0.54 0.75 0.00 0.00 0.00 0.00 0.00 0.79 0.35 0.59 0.00 0.59 0.55 0.75 0.77 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 8 0 36 44 0 0 0 0 0 17 5 22 0 19 13 32 98 3:15 PM 11 0 34 45 0 0 0 0 0 20 6 26 0 21 17 38 109 3:30 PM 10 0 34 44 0 0 0 0 0 21 8 29 0 21 15 36 109 3:45 PM 11 0 27 38 0 0 0 0 0 21 8 29 0 22 14 36 103 4:00 PM 10 0 20 30 0 0 0 0 0 22 6 28 0 20 12 32 90 4:15 PM 10 0 16 26 0 0 0 0 0 18 4 22 0 18 9 27 75 4:30 PM 12 0 15 27 0 0 0 0 0 16 4 20 0 19 9 28 75 4:45 PM 13 0 12 25 0 0 0 0 0 17 8 25 0 18 12 30 80 5:00 PM 14 0 10 24 0 0 0 0 0 15 9 24 0 21 9 30 78 Hwy 214 Westbound By Approach I-5 NB Ramp I-5 NB Ramp Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:40 PM to 5:40 PM Tuesday, July 23, 2019 0 261 0 0 0 261 0 1100  857 1118 0 0 0 0 1145 946 1385 0 199 243 0 439 0 0 I-5 NB Ramp & Hwy 214 I-5 NB Ramp Hwy 214 Hwy 214 0 Bikes 0 Bikes 1 Peds Peds 0 Clay Carney (503) 833-2740 0 Peds Peds 0 0 Bikes 243 0 439 199 682 Count Period: 3:00 PM to 6:00 PM 1,145 1,118 WB 0.90 2.7% EB 0.95 2.3% 0 I-5 NB Ramp NB 0.81 3.5% 682 SB 0.00 0.0% Intersection 0.94 2.7% 0 2,945 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 1 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 0 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary I-5 SB Ramps & Hwy 214 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 0 0 0 7 0 6 0 0 24 7 0 0 16 11 0 71 0 0 0 0 6:05 AM 0 0 0 0 6 0 6 0 0 28 9 0 0 23 17 0 89 0 0 0 0 6:10 AM 0 0 0 0 4 0 7 0 0 32 15 0 0 24 19 0 101 0 0 0 0 6:15 AM 0 0 0 0 9 0 7 0 0 30 5 0 0 26 22 0 99 0 0 0 0 6:20 AM 0 0 0 0 11 0 4 0 0 31 7 0 0 29 11 0 93 0 0 0 0 6:25 AM 0 0 0 0 10 0 8 0 0 20 12 0 0 31 21 0 102 0 0 0 0 6:30 AM 0 0 0 0 15 0 8 0 0 38 9 0 0 25 14 0 109 0 0 0 0 6:35 AM 0 0 0 0 12 0 11 0 0 38 11 0 0 26 31 0 129 0 0 0 0 6:40 AM 0 0 0 0 7 0 7 0 0 34 8 0 0 27 21 0 104 0 0 0 0 6:45 AM 0 0 0 0 16 0 3 0 0 32 11 0 0 37 20 0 119 0 0 0 0 6:50 AM 0 0 0 0 11 0 9 0 0 16 9 2 0 22 23 0 90 0 0 0 0 6:55 AM 0 0 0 0 22 0 6 0 0 26 12 0 0 24 13 0 103 0 0 0 0 7:00 AM 0 0 0 0 10 0 9 0 0 17 12 0 0 23 29 0 100 1 0 0 0 7:05 AM 0 0 0 0 11 0 8 0 0 31 19 0 0 23 35 0 127 1 0 0 0 7:10 AM 0 0 0 0 12 0 7 0 0 31 17 0 0 26 18 0 111 1 0 0 0 7:15 AM 0 0 0 0 12 0 7 0 0 27 13 0 0 18 25 0 102 0 0 0 0 7:20 AM 0 0 0 0 15 0 8 0 0 19 12 0 0 27 29 0 110 0 0 0 0 7:25 AM 0 0 0 0 10 0 14 0 0 28 12 0 0 26 24 0 114 0 0 0 0 7:30 AM 0 0 0 0 7 0 15 0 0 25 6 0 0 25 24 0 102 0 0 0 0 7:35 AM 0 0 0 0 18 0 16 0 0 22 14 0 0 20 24 0 114 0 0 0 0 7:40 AM 0 0 0 0 9 0 4 0 0 20 24 0 0 44 12 0 113 0 0 0 0 7:45 AM 0 0 0 0 18 0 12 0 0 30 15 0 0 32 28 0 135 0 1 0 0 7:50 AM 0 0 0 0 12 0 7 0 0 27 10 0 0 24 18 0 98 0 0 0 0 7:55 AM 0 0 0 0 19 0 15 0 0 21 8 0 0 26 17 0 106 0 0 0 0 8:00 AM 0 0 0 0 15 0 15 0 0 18 9 0 0 34 19 0 110 0 0 0 0 8:05 AM 0 0 0 0 9 0 9 0 0 17 14 0 0 26 37 0 112 0 0 0 0 8:10 AM 0 0 0 0 17 0 7 0 0 26 12 0 0 22 20 0 104 0 0 0 0 8:15 AM 0 0 0 0 14 0 9 0 0 23 11 0 0 30 25 0 112 0 0 0 0 8:20 AM 0 0 0 0 17 0 10 0 0 29 10 0 0 25 21 0 112 0 0 0 0 8:25 AM 0 0 0 0 14 0 18 0 0 20 5 0 0 24 17 0 98 0 0 0 0 8:30 AM 0 0 0 0 11 0 8 0 0 27 12 0 0 28 26 0 112 0 0 0 0 8:35 AM 0 0 0 0 13 0 15 0 0 32 15 0 0 30 21 0 126 0 0 0 0 8:40 AM 0 0 0 0 13 0 17 0 0 29 13 0 0 30 20 0 122 0 0 0 0 8:45 AM 0 0 0 0 15 0 18 0 0 17 9 0 0 31 20 0 110 0 0 0 0 8:50 AM 0 0 0 0 19 0 8 0 0 18 12 0 0 34 12 0 103 0 0 0 1 8:55 AM 0 0 0 0 13 0 11 0 0 28 13 0 0 26 23 0 114 0 0 0 0 Total Survey 0 0 0 0 453 0 349 0 0 931 412 2 0 964 767 0 3,876 3 1 0 1 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 0 299 159 273 325 0 0 0 0 158 128 2 1 0 0 0 0 159 In Out 273 286 Out In 458 In 453 Out Out 457 In 598 0.00 PHF 0.0% HV 0.93 PHF 9.2% HV 0.83 PHF 8.1% HV 0.86 PHF 12.6% HV Peak Hour Summary 7:05 AM to 8:05 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 0 0 0 17 0 19 0 0 84 31 0 0 63 47 0 261 0 0 0 0 6:15 AM 0 0 0 0 30 0 19 0 0 81 24 0 0 86 54 0 294 0 0 0 0 6:30 AM 0 0 0 0 34 0 26 0 0 110 28 0 0 78 66 0 342 0 0 0 0 6:45 AM 0 0 0 0 49 0 18 0 0 74 32 2 0 83 56 0 312 0 0 0 0 7:00 AM 0 0 0 0 33 0 24 0 0 79 48 0 0 72 82 0 338 3 0 0 0 7:15 AM 0 0 0 0 37 0 29 0 0 74 37 0 0 71 78 0 326 0 0 0 0 7:30 AM 0 0 0 0 34 0 35 0 0 67 44 0 0 89 60 0 329 0 0 0 0 7:45 AM 0 0 0 0 49 0 34 0 0 78 33 0 0 82 63 0 339 0 1 0 0 8:00 AM 0 0 0 0 41 0 31 0 0 61 35 0 0 82 76 0 326 0 0 0 0 8:15 AM 0 0 0 0 45 0 37 0 0 72 26 0 0 79 63 0 322 0 0 0 0 8:30 AM 0 0 0 0 37 0 40 0 0 88 40 0 0 88 67 0 360 0 0 0 0 8:45 AM 0 0 0 0 47 0 37 0 0 63 34 0 0 91 55 0 327 0 0 0 1 Total Survey 0 0 0 0 453 0 349 0 0 931 412 2 0 964 767 0 3,876 3 1 0 1 Peak Hour Summary 7:05 AM to 8:05 AM Northbound Southbound Eastbound Westbound Pedestrians I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 0 159 159 0 286 273 559 0 458 453 911 0 598 457 1,055 0 1,342 2 1 0 0 %HV 0.0% 12.6% 8.1% 9.2% 9.5% PHF 0.00 0.86 0.83 0.93 0.93 Northbound Southbound Eastbound Westbound I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 0 0 0 158 0 128 0 299 159 0 325 273 1,342 %HV 0.0% 0.0% 0.0% 13.3% 0.0% 11.7% 0.0% 4.3% 15.1% 0.0% 8.3% 10.3% 9.5% PHF 0.00 0.00 0.00 0.81 0.00 0.71 0.00 0.84 0.75 0.00 0.81 0.88 0.93 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 0 0 0 130 0 82 0 0 349 115 2 0 310 223 0 1,209 0 0 0 0 6:15 AM 0 0 0 0 146 0 87 0 0 344 132 2 0 319 258 0 1,286 3 0 0 0 6:30 AM 0 0 0 0 153 0 97 0 0 337 145 2 0 304 282 0 1,318 3 0 0 0 6:45 AM 0 0 0 0 153 0 106 0 0 294 161 2 0 315 276 0 1,305 3 0 0 0 7:00 AM 0 0 0 0 153 0 122 0 0 298 162 0 0 314 283 0 1,332 3 1 0 0 7:15 AM 0 0 0 0 161 0 129 0 0 280 149 0 0 324 277 0 1,320 0 1 0 0 7:30 AM 0 0 0 0 169 0 137 0 0 278 138 0 0 332 262 0 1,316 0 1 0 0 7:45 AM 0 0 0 0 172 0 142 0 0 299 134 0 0 331 269 0 1,347 0 1 0 0 8:00 AM 0 0 0 0 170 0 145 0 0 284 135 0 0 340 261 0 1,335 0 0 0 1 12.6% 0.0% By Movement By Approach Total Total Total Total 0 0.00 0.93 598 0.83 458 0.86 286 9.2% 8.1% ---PAGE BREAK--- Heavy Vehicle Summary I-5 SB Ramps & Hwy 214 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 1 0 0 1 0 1 1 2 0 0 0 0 3 6:05 AM 0 0 0 0 3 0 2 5 0 1 2 3 0 4 1 5 13 6:10 AM 0 0 0 0 0 0 3 3 0 0 2 2 0 3 1 4 9 6:15 AM 0 0 0 0 2 0 2 4 0 2 0 2 0 2 2 4 10 6:20 AM 0 0 0 0 1 0 1 2 0 0 1 1 0 1 1 2 5 6:25 AM 0 0 0 0 0 0 3 3 0 2 2 4 0 3 1 4 11 6:30 AM 0 0 0 0 4 0 2 6 0 1 1 2 0 2 1 3 11 6:35 AM 0 0 0 0 2 0 4 6 0 2 1 3 0 0 0 0 9 6:40 AM 0 0 0 0 1 0 2 3 0 0 0 0 0 1 1 2 5 6:45 AM 0 0 0 0 2 0 1 3 0 0 1 1 0 5 1 6 10 6:50 AM 0 0 0 0 0 0 1 1 0 1 2 3 0 3 3 6 10 6:55 AM 0 0 0 0 3 0 2 5 0 0 0 0 0 4 1 5 10 7:00 AM 0 0 0 0 0 0 0 0 0 2 2 4 0 2 0 2 6 7:05 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 2 4 6 8 7:10 AM 0 0 0 0 4 0 2 6 0 2 3 5 0 2 1 3 14 7:15 AM 0 0 0 0 0 0 1 1 0 2 3 5 0 1 1 2 8 7:20 AM 0 0 0 0 2 0 2 4 0 0 1 1 0 3 2 5 10 7:25 AM 0 0 0 0 1 0 3 4 0 2 2 4 0 2 1 3 11 7:30 AM 0 0 0 0 1 0 1 2 0 0 0 0 0 2 2 4 6 7:35 AM 0 0 0 0 1 0 4 5 0 0 4 4 0 3 4 7 16 7:40 AM 0 0 0 0 2 0 0 2 0 1 6 7 0 4 1 5 14 7:45 AM 0 0 0 0 4 0 1 5 0 2 1 3 0 0 4 4 12 7:50 AM 0 0 0 0 1 0 0 1 0 2 2 4 0 2 2 4 9 7:55 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 2 4 6 8 8:00 AM 0 0 0 0 3 0 0 3 0 1 2 3 0 4 2 6 12 8:05 AM 0 0 0 0 1 0 0 1 0 1 2 3 0 3 6 9 13 8:10 AM 0 0 0 0 4 0 0 4 0 3 1 4 0 4 4 8 16 8:15 AM 0 0 0 0 0 0 0 0 0 2 1 3 0 5 4 9 12 8:20 AM 0 0 0 0 2 0 0 2 0 0 2 2 0 3 4 7 11 8:25 AM 0 0 0 0 3 0 3 6 0 2 0 2 0 4 1 5 13 8:30 AM 0 0 0 0 2 0 2 4 0 3 0 3 0 4 2 6 13 8:35 AM 0 0 0 0 1 0 0 1 0 3 4 7 0 1 4 5 13 8:40 AM 0 0 0 0 1 0 0 1 0 2 1 3 0 1 5 6 10 8:45 AM 0 0 0 0 3 0 2 5 0 2 2 4 0 2 2 4 13 8:50 AM 0 0 0 0 2 0 2 4 0 2 3 5 0 1 0 1 10 8:55 AM 0 0 0 0 4 0 1 5 0 4 4 8 0 2 5 7 20 Total Survey 0 0 0 0 63 0 48 111 0 49 59 108 0 87 78 165 384 Tuesday, July 23, 2019 0 13 24 28 27 0 0 0 0 21 15 0 0 24 In Out 28 36 Out In 37 In 42 Out Peak Hour Summary 7:05 AM to 8:05 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 4 0 5 9 0 2 5 7 0 7 2 9 25 6:15 AM 0 0 0 0 3 0 6 9 0 4 3 7 0 6 4 10 26 6:30 AM 0 0 0 0 7 0 8 15 0 3 2 5 0 3 2 5 25 6:45 AM 0 0 0 0 5 0 4 9 0 1 3 4 0 12 5 17 30 7:00 AM 0 0 0 0 4 0 3 7 0 5 5 10 0 6 5 11 28 7:15 AM 0 0 0 0 3 0 6 9 0 4 6 10 0 6 4 10 29 7:30 AM 0 0 0 0 4 0 5 9 0 1 10 11 0 9 7 16 36 7:45 AM 0 0 0 0 7 0 1 8 0 4 3 7 0 4 10 14 29 8:00 AM 0 0 0 0 8 0 0 8 0 5 5 10 0 11 12 23 41 8:15 AM 0 0 0 0 5 0 3 8 0 4 3 7 0 12 9 21 36 8:30 AM 0 0 0 0 4 0 2 6 0 8 5 13 0 6 11 17 36 8:45 AM 0 0 0 0 9 0 5 14 0 8 9 17 0 5 7 12 43 Total Survey 0 0 0 0 63 0 48 111 0 49 59 108 0 87 78 165 384 Heavy Vehicle Peak Hour Summary 7:05 AM to 8:05 AM Northbound Southbound Eastbound Westbound I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 0 24 24 36 28 64 37 42 79 55 34 89 128 PHF 0.00 0.75 0.66 0.86 0.76 Northbound Southbound Eastbound Westbound I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 0 0 0 0 21 0 15 36 0 13 24 37 0 27 28 55 128 PHF 0.00 0.00 0.00 0.00 0.75 0.00 0.47 0.75 0.00 0.65 0.55 0.66 0.00 0.75 0.70 0.86 0.76 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 19 0 23 42 0 10 13 23 0 28 13 41 106 6:15 AM 0 0 0 0 19 0 21 40 0 13 13 26 0 27 16 43 109 6:30 AM 0 0 0 0 19 0 21 40 0 13 16 29 0 27 16 43 112 6:45 AM 0 0 0 0 16 0 18 34 0 11 24 35 0 33 21 54 123 7:00 AM 0 0 0 0 18 0 15 33 0 14 24 38 0 25 26 51 122 7:15 AM 0 0 0 0 22 0 12 34 0 14 24 38 0 30 33 63 135 7:30 AM 0 0 0 0 24 0 9 33 0 14 21 35 0 36 38 74 142 7:45 AM 0 0 0 0 24 0 6 30 0 21 16 37 0 33 42 75 142 8:00 AM 0 0 0 0 26 0 10 36 0 25 22 47 0 34 39 73 156 Hwy 214 Westbound By Approach I-5 SB Ramps I-5 SB Ramps Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 7:05 AM to 8:05 AM Tuesday, July 23, 2019 286 273 128 0 158 273 0 453  325 598 0 0 0 0 458 299 457 0 159 0 0 0 0 0 I-5 SB Ramps & Hwy 214 I-5 SB Ramps Hwy 214 Hwy 214 0 Bikes 0 Bikes 2 Peds Peds 0 Clay Carney (503) 833-2740 1 Peds Peds 0 0 Bikes 0 0 0 159 0 Count Period: 6:00 AM to 9:00 AM 458 598 WB 0.93 9.2% EB 0.83 8.1% 0 I-5 SB Ramps NB 0.00 0.0% 0 SB 0.86 12.6% Intersection 0.93 9.5% 286 1,342 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 2 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 1 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary I-5 SB Ramps & Hwy 214 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 0 0 0 24 0 22 0 0 34 21 0 0 38 25 0 164 1 0 0 0 3:05 PM 0 0 0 0 41 0 33 0 0 61 33 0 0 46 32 0 246 0 1 0 1 3:10 PM 0 0 0 0 28 0 21 0 0 49 32 0 0 41 27 0 198 0 0 0 1 3:15 PM 0 0 0 0 34 0 25 0 0 48 26 0 0 70 31 0 234 2 0 0 0 3:20 PM 0 0 0 0 26 0 21 0 0 61 22 0 0 43 27 0 200 2 0 0 0 3:25 PM 0 0 0 0 40 0 27 0 0 55 22 0 0 43 23 0 210 0 0 0 0 3:30 PM 0 0 0 0 20 0 20 0 0 49 27 0 0 35 32 0 183 0 0 0 0 3:35 PM 0 0 0 0 47 0 31 0 0 48 29 0 0 59 29 0 243 2 0 0 0 3:40 PM 0 0 0 0 21 0 21 0 0 52 27 0 0 52 29 0 202 0 0 0 0 3:45 PM 0 0 0 0 35 0 33 0 0 52 30 0 0 54 38 0 242 1 0 0 0 3:50 PM 0 0 0 0 36 0 28 0 0 57 25 0 0 50 31 0 227 0 0 0 0 3:55 PM 0 0 0 0 60 0 24 0 0 54 25 0 0 56 28 0 247 1 0 0 0 4:00 PM 0 0 0 0 29 0 27 0 0 58 33 0 0 41 32 0 220 0 0 0 0 4:05 PM 0 0 0 0 43 0 25 0 0 72 36 0 0 53 34 1 263 0 0 0 0 4:10 PM 0 0 0 0 57 0 20 0 0 59 37 0 0 42 49 0 264 0 0 0 0 4:15 PM 0 0 0 0 24 0 14 0 0 58 27 0 0 60 34 0 217 2 0 0 0 4:20 PM 0 0 0 0 45 0 29 0 0 53 30 0 0 47 32 0 236 0 0 0 0 4:25 PM 0 0 0 0 32 0 21 0 0 39 22 0 0 43 28 0 185 0 0 0 0 4:30 PM 0 0 0 0 53 0 42 0 0 51 27 0 0 42 30 0 245 0 1 0 0 4:35 PM 0 0 0 0 37 0 29 0 0 45 27 0 0 43 45 0 226 1 0 0 0 4:40 PM 0 0 0 0 36 0 24 0 0 53 32 0 0 47 37 0 229 0 0 0 0 4:45 PM 0 0 0 0 42 0 22 0 0 58 41 0 0 51 47 0 261 0 0 0 0 4:50 PM 0 0 0 0 41 0 32 0 0 58 42 0 0 53 27 0 253 0 0 0 0 4:55 PM 0 0 0 0 42 0 23 0 0 55 32 0 0 53 34 0 239 0 0 0 0 5:00 PM 0 0 0 0 34 0 32 0 0 53 30 0 0 67 40 0 256 1 0 0 0 5:05 PM 0 0 0 0 40 0 24 0 0 58 37 0 0 47 45 0 251 0 0 0 0 5:10 PM 0 0 0 0 34 0 19 0 0 69 61 0 0 51 35 0 269 0 0 0 0 5:15 PM 0 0 0 0 35 0 23 0 0 57 26 0 0 75 47 0 263 0 0 0 0 5:20 PM 0 0 0 0 48 0 23 0 0 48 24 0 0 56 35 0 234 0 0 0 0 5:25 PM 0 0 0 0 44 0 21 0 0 64 14 0 0 48 34 0 225 0 0 0 0 5:30 PM 0 0 0 0 34 0 25 0 0 49 25 1 0 54 35 0 222 0 0 0 0 5:35 PM 0 0 0 0 49 0 28 0 0 47 23 0 0 45 26 0 218 1 0 0 0 5:40 PM 0 0 0 0 31 0 22 0 0 48 30 0 0 52 35 0 218 0 0 0 0 5:45 PM 0 0 0 0 48 0 17 0 0 47 19 0 0 53 35 0 219 0 0 0 0 5:50 PM 0 0 0 0 41 0 36 0 0 49 26 0 0 50 36 0 238 0 0 0 0 5:55 PM 0 0 0 0 20 0 20 0 0 36 24 0 0 46 20 0 166 0 0 0 0 Total Survey 0 0 0 0 1,351 0 904 0 0 1,904 1,044 1 0 1,806 1,204 1 8,213 14 2 0 2 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 0 669 393 456 633 0 0 0 0 486 314 2 1 0 0 0 0 393 In Out 456 800 Out In 1,062 In 947 Out Out 1,155 In 1,089 0.00 PHF 0.0% HV 0.91 PHF 2.8% HV 0.86 PHF 1.7% HV 0.90 PHF 2.4% HV Peak Hour Summary 4:30 PM to 5:30 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 0 0 0 93 0 76 0 0 144 86 0 0 125 84 0 608 1 1 0 2 3:15 PM 0 0 0 0 100 0 73 0 0 164 70 0 0 156 81 0 644 4 0 0 0 3:30 PM 0 0 0 0 88 0 72 0 0 149 83 0 0 146 90 0 628 2 0 0 0 3:45 PM 0 0 0 0 131 0 85 0 0 163 80 0 0 160 97 0 716 2 0 0 0 4:00 PM 0 0 0 0 129 0 72 0 0 189 106 0 0 136 115 1 747 0 0 0 0 4:15 PM 0 0 0 0 101 0 64 0 0 150 79 0 0 150 94 0 638 2 0 0 0 4:30 PM 0 0 0 0 126 0 95 0 0 149 86 0 0 132 112 0 700 1 1 0 0 4:45 PM 0 0 0 0 125 0 77 0 0 171 115 0 0 157 108 0 753 0 0 0 0 5:00 PM 0 0 0 0 108 0 75 0 0 180 128 0 0 165 120 0 776 1 0 0 0 5:15 PM 0 0 0 0 127 0 67 0 0 169 64 0 0 179 116 0 722 0 0 0 0 5:30 PM 0 0 0 0 114 0 75 0 0 144 78 1 0 151 96 0 658 1 0 0 0 5:45 PM 0 0 0 0 109 0 73 0 0 132 69 0 0 149 91 0 623 0 0 0 0 Total Survey 0 0 0 0 1,351 0 904 0 0 1,904 1,044 1 0 1,806 1,204 1 8,213 14 2 0 2 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound Pedestrians I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 0 393 393 0 800 456 1,256 0 1,062 947 2,009 0 1,089 1,155 2,244 0 2,951 2 1 0 0 %HV 0.0% 2.4% 1.7% 2.8% 2.3% PHF 0.00 0.90 0.86 0.91 0.94 Northbound Southbound Eastbound Westbound I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 0 0 0 486 0 314 0 669 393 0 633 456 2,951 %HV 0.0% 0.0% 0.0% 2.3% 0.0% 2.5% 0.0% 1.5% 2.0% 0.0% 3.0% 2.4% 2.3% PHF 0.00 0.00 0.00 0.96 0.00 0.83 0.00 0.91 0.77 0.00 0.87 0.88 0.94 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 0 0 0 412 0 306 0 0 620 319 0 0 587 352 0 2,596 9 1 0 2 3:15 PM 0 0 0 0 448 0 302 0 0 665 339 0 0 598 383 1 2,735 8 0 0 0 3:30 PM 0 0 0 0 449 0 293 0 0 651 348 0 0 592 396 1 2,729 6 0 0 0 3:45 PM 0 0 0 0 487 0 316 0 0 651 351 0 0 578 418 1 2,801 5 1 0 0 4:00 PM 0 0 0 0 481 0 308 0 0 659 386 0 0 575 429 1 2,838 3 1 0 0 4:15 PM 0 0 0 0 460 0 311 0 0 650 408 0 0 604 434 0 2,867 4 1 0 0 4:30 PM 0 0 0 0 486 0 314 0 0 669 393 0 0 633 456 0 2,951 2 1 0 0 4:45 PM 0 0 0 0 474 0 294 0 0 664 385 1 0 652 440 0 2,909 2 0 0 0 5:00 PM 0 0 0 0 458 0 290 0 0 625 339 1 0 644 423 0 2,779 2 0 0 0 2.4% 0.0% By Movement By Approach Total Total Total Total 0 0.00 0.91 1,089 0.86 1,062 0.90 800 2.8% 1.7% ---PAGE BREAK--- Heavy Vehicle Summary I-5 SB Ramps & Hwy 214 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 0 0 0 0 0 2 2 4 0 1 1 2 6 3:05 PM 0 0 0 0 2 0 1 3 0 1 1 2 0 1 2 3 8 3:10 PM 0 0 0 0 3 0 0 3 0 0 1 1 0 2 2 4 8 3:15 PM 0 0 0 0 1 0 1 2 0 3 1 4 0 1 1 2 8 3:20 PM 0 0 0 0 1 0 0 1 0 1 1 2 0 0 1 1 4 3:25 PM 0 0 0 0 0 0 1 1 0 2 0 2 0 1 2 3 6 3:30 PM 0 0 0 0 1 0 2 3 0 1 0 1 0 0 0 0 4 3:35 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 1 0 1 3 3:40 PM 0 0 0 0 0 0 1 1 0 0 3 3 0 0 1 1 5 3:45 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 2 2 4 6 3:50 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 2 3 5 7 3:55 PM 0 0 0 0 0 0 0 0 0 3 1 4 0 0 1 1 5 4:00 PM 0 0 0 0 1 0 2 3 0 3 2 5 0 1 2 3 11 4:05 PM 0 0 0 0 1 0 0 1 0 3 0 3 0 3 2 5 9 4:10 PM 0 0 0 0 2 0 0 2 0 1 0 1 0 3 3 6 9 4:15 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 1 0 1 3 4:20 PM 0 0 0 0 3 0 0 3 0 1 0 1 0 0 0 0 4 4:25 PM 0 0 0 0 2 0 1 3 0 2 0 2 0 0 4 4 9 4:30 PM 0 0 0 0 2 0 2 4 0 1 1 2 0 0 1 1 7 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 4:40 PM 0 0 0 0 2 0 1 3 0 0 1 1 0 1 0 1 5 4:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 1 1 2 4 4:50 PM 0 0 0 0 2 0 1 3 0 0 1 1 0 2 1 3 7 4:55 PM 0 0 0 0 2 0 0 2 0 0 1 1 0 0 2 2 5 5:00 PM 0 0 0 0 0 0 1 1 0 1 1 2 0 4 1 5 8 5:05 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 5:10 PM 0 0 0 0 2 0 1 3 0 1 1 2 0 4 3 7 12 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 3 0 3 4 5:20 PM 0 0 0 0 1 0 1 2 0 2 1 3 0 1 1 2 7 5:25 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 1 0 1 4 5:30 PM 0 0 0 0 1 0 2 3 0 2 3 5 0 1 1 2 10 5:35 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 2 5:40 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 2 2 4 7 5:45 PM 0 0 0 0 0 0 1 1 0 2 1 3 0 1 3 4 8 5:50 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 4 4 6 5:55 PM 0 0 0 0 0 0 1 1 0 0 1 1 0 3 0 3 5 Total Survey 0 0 0 0 32 0 22 54 0 46 26 72 0 45 49 94 220 Tuesday, July 23, 2019 0 10 8 11 19 0 0 0 0 11 8 0 0 8 In Out 11 19 Out In 18 In 27 Out Peak Hour Summary 4:30 PM to 5:30 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 5 0 1 6 0 3 4 7 0 4 5 9 22 3:15 PM 0 0 0 0 2 0 2 4 0 6 2 8 0 2 4 6 18 3:30 PM 0 0 0 0 2 0 3 5 0 2 3 5 0 1 1 2 12 3:45 PM 0 0 0 0 1 0 0 1 0 5 2 7 0 4 6 10 18 4:00 PM 0 0 0 0 4 0 2 6 0 7 2 9 0 7 7 14 29 4:15 PM 0 0 0 0 5 0 1 6 0 5 0 5 0 1 4 5 16 4:30 PM 0 0 0 0 4 0 3 7 0 1 2 3 0 2 2 4 14 4:45 PM 0 0 0 0 4 0 1 5 0 2 2 4 0 3 4 7 16 5:00 PM 0 0 0 0 2 0 3 5 0 2 2 4 0 9 4 13 22 5:15 PM 0 0 0 0 1 0 1 2 0 5 2 7 0 5 1 6 15 5:30 PM 0 0 0 0 2 0 2 4 0 5 3 8 0 3 4 7 19 5:45 PM 0 0 0 0 0 0 3 3 0 3 2 5 0 4 7 11 19 Total Survey 0 0 0 0 32 0 22 54 0 46 26 72 0 45 49 94 220 Heavy Vehicle Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 0 8 8 19 11 30 18 27 45 30 21 51 67 PHF 0.00 0.68 0.64 0.58 0.73 Northbound Southbound Eastbound Westbound I-5 SB Ramps I-5 SB Ramps Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 0 0 0 0 11 0 8 19 0 10 8 18 0 19 11 30 67 PHF 0.00 0.00 0.00 0.00 0.69 0.00 0.67 0.68 0.00 0.50 0.67 0.64 0.00 0.53 0.69 0.58 0.73 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 10 0 6 16 0 16 11 27 0 11 16 27 70 3:15 PM 0 0 0 0 9 0 7 16 0 20 9 29 0 14 18 32 77 3:30 PM 0 0 0 0 12 0 6 18 0 19 7 26 0 13 18 31 75 3:45 PM 0 0 0 0 14 0 6 20 0 18 6 24 0 14 19 33 77 4:00 PM 0 0 0 0 17 0 7 24 0 15 6 21 0 13 17 30 75 4:15 PM 0 0 0 0 15 0 8 23 0 10 6 16 0 15 14 29 68 4:30 PM 0 0 0 0 11 0 8 19 0 10 8 18 0 19 11 30 67 4:45 PM 0 0 0 0 9 0 7 16 0 14 9 23 0 20 13 33 72 5:00 PM 0 0 0 0 5 0 9 14 0 15 9 24 0 21 16 37 75 Hwy 214 Westbound By Approach I-5 SB Ramps I-5 SB Ramps Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:30 PM to 5:30 PM Tuesday, July 23, 2019 800 456 314 0 486 456 0 947  633 1089 0 0 0 0 1062 669 1155 0 393 0 0 0 0 0 I-5 SB Ramps & Hwy 214 I-5 SB Ramps Hwy 214 Hwy 214 0 Bikes 0 Bikes 2 Peds Peds 0 Clay Carney (503) 833-2740 1 Peds Peds 0 0 Bikes 0 0 0 393 0 Count Period: 3:00 PM to 6:00 PM 1,062 1,089 WB 0.91 2.8% EB 0.86 1.7% 0 I-5 SB Ramps NB 0.00 0.0% 0 SB 0.90 2.4% Intersection 0.94 2.3% 800 2,951 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 2 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 1 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Lawson Ave & Hwy 214 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Crosswalk Time L R Bikes Bikes T R Bikes L T Bikes Total North South East West 6:00 AM 0 9 0 0 33 13 0 0 84 0 139 0 0 0 0 6:05 AM 0 3 0 0 18 11 0 0 97 0 129 0 0 0 0 6:10 AM 0 9 0 0 24 9 0 0 94 0 136 0 0 0 0 6:15 AM 0 8 0 0 32 10 0 0 94 0 144 0 0 0 0 6:20 AM 0 5 0 0 40 15 0 0 88 0 148 0 0 0 0 6:25 AM 0 5 0 0 25 13 0 0 94 0 137 0 0 0 0 6:30 AM 0 5 0 0 46 18 0 0 68 0 137 0 0 0 0 6:35 AM 0 7 0 0 40 8 0 0 96 0 151 0 0 0 0 6:40 AM 0 8 0 0 44 10 0 0 82 0 144 0 0 0 0 6:45 AM 0 8 0 0 43 18 0 0 84 0 153 0 0 0 0 6:50 AM 0 5 0 0 30 12 2 0 56 0 103 0 0 0 0 6:55 AM 0 4 0 0 43 17 0 0 56 0 120 0 0 0 0 7:00 AM 0 11 0 0 42 14 0 0 97 0 164 0 0 0 0 7:05 AM 0 6 0 0 32 14 0 0 85 0 137 0 0 0 0 7:10 AM 0 7 0 0 49 16 0 0 76 0 148 0 0 0 0 7:15 AM 0 11 0 0 33 23 0 0 84 0 151 0 0 0 0 7:20 AM 0 14 0 0 33 8 0 0 89 0 144 0 0 0 0 7:25 AM 0 7 0 0 43 15 0 0 73 0 138 0 0 0 0 7:30 AM 0 6 0 0 41 11 0 0 66 0 124 0 0 0 0 7:35 AM 0 7 0 0 54 11 0 0 73 0 145 0 0 0 0 7:40 AM 0 5 0 0 40 22 0 0 67 0 134 0 0 0 0 7:45 AM 0 9 0 0 63 17 0 0 87 0 176 0 0 0 0 7:50 AM 0 7 0 0 48 11 0 0 70 0 136 0 0 0 0 7:55 AM 0 6 0 0 66 14 0 0 64 0 150 0 0 0 0 8:00 AM 0 8 0 0 47 14 0 0 68 0 137 0 0 0 0 8:05 AM 0 3 0 0 34 14 0 0 81 0 132 0 0 0 0 8:10 AM 0 8 0 0 50 16 0 0 68 0 142 0 0 0 0 8:15 AM 0 9 0 0 46 11 0 0 67 0 133 0 0 0 0 8:20 AM 0 4 0 0 48 20 0 0 71 0 143 0 0 0 0 8:25 AM 0 8 0 0 42 10 0 0 54 0 114 0 0 0 0 8:30 AM 0 6 0 0 42 7 0 0 69 0 124 0 0 0 0 8:35 AM 0 13 0 0 40 18 0 0 64 0 135 0 0 0 0 8:40 AM 0 5 0 0 43 13 0 0 62 0 123 0 0 0 0 8:45 AM 0 8 0 0 41 12 0 0 68 0 129 0 0 0 0 8:50 AM 0 6 0 0 45 14 0 0 54 0 119 0 0 0 0 8:55 AM 0 9 0 0 47 21 0 0 62 0 139 0 0 0 0 Total Survey 0 259 0 0 1,487 500 2 0 2,712 0 4,958 0 0 0 0 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 544 176 931 0 96 0 0 0 0 0 96 176 In Out 0 0 Out In 720 In 931 Out Out 640 In 931 0.75 PHF 6.3% HV 0.90 PHF 6.1% HV 0.82 PHF 7.2% HV 0.00 PHF 0.0% HV Peak Hour Summary 7:00 AM to 8:00 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Crosswalk Time L R Bikes Bikes T R Bikes L T Bikes Total North South East West 6:00 AM 0 21 0 0 75 33 0 0 275 0 404 0 0 0 0 6:15 AM 0 18 0 0 97 38 0 0 276 0 429 0 0 0 0 6:30 AM 0 20 0 0 130 36 0 0 246 0 432 0 0 0 0 6:45 AM 0 17 0 0 116 47 2 0 196 0 376 0 0 0 0 7:00 AM 0 24 0 0 123 44 0 0 258 0 449 0 0 0 0 7:15 AM 0 32 0 0 109 46 0 0 246 0 433 0 0 0 0 7:30 AM 0 18 0 0 135 44 0 0 206 0 403 0 0 0 0 7:45 AM 0 22 0 0 177 42 0 0 221 0 462 0 0 0 0 8:00 AM 0 19 0 0 131 44 0 0 217 0 411 0 0 0 0 8:15 AM 0 21 0 0 136 41 0 0 192 0 390 0 0 0 0 8:30 AM 0 24 0 0 125 38 0 0 195 0 382 0 0 0 0 8:45 AM 0 23 0 0 133 47 0 0 184 0 387 0 0 0 0 Total Survey 0 259 0 0 1,487 500 2 0 2,712 0 4,958 0 0 0 0 Peak Hour Summary 7:00 AM to 8:00 AM Northbound Southbound Eastbound Westbound Pedestrians Lawson Ave Lawson Ave Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 96 176 272 0 0 0 0 0 720 931 1,651 0 931 640 1,571 0 1,747 0 0 0 0 %HV 6.3% 0.0% 7.2% 6.1% 6.6% PHF 0.75 0.00 0.82 0.90 0.95 Northbound Southbound Eastbound Westbound Lawson Ave Lawson Ave Hwy 214 Hwy 214 Total L R T R L T Volume 0 96 544 176 0 931 1,747 %HV 0.0% NA 6.3% NA NA NA NA 7.9% 5.1% 0.0% 6.1% NA 6.6% PHF 0.00 0.75 0.77 0.83 0.00 0.90 0.95 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Crosswalk Time L R Bikes Bikes T R Bikes L T Bikes Total North South East West 6:00 AM 0 76 0 0 418 154 2 0 993 0 1,641 0 0 0 0 6:15 AM 0 79 0 0 466 165 2 0 976 0 1,686 0 0 0 0 6:30 AM 0 93 0 0 478 173 2 0 946 0 1,690 0 0 0 0 6:45 AM 0 91 0 0 483 181 2 0 906 0 1,661 0 0 0 0 7:00 AM 0 96 0 0 544 176 0 0 931 0 1,747 0 0 0 0 7:15 AM 0 91 0 0 552 176 0 0 890 0 1,709 0 0 0 0 7:30 AM 0 80 0 0 579 171 0 0 836 0 1,666 0 0 0 0 7:45 AM 0 86 0 0 569 165 0 0 825 0 1,645 0 0 0 0 8:00 AM 0 87 0 0 525 170 0 0 788 0 1,570 0 0 0 0 0.0% 6.3% By Movement By Approach Total Total Total Total 96 0.75 0.90 931 0.82 720 0.00 0 6.1% 7.2% ---PAGE BREAK--- Heavy Vehicle Summary Lawson Ave & Hwy 214 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Time L R Total Total T R Total L T Total Total 6:00 AM 0 0 0 0 1 2 3 0 2 2 5 6:05 AM 0 0 0 0 3 0 3 0 3 3 6 6:10 AM 0 0 0 0 2 0 2 0 3 3 5 6:15 AM 0 0 0 0 5 1 6 0 5 5 11 6:20 AM 0 0 0 0 3 1 4 0 4 4 8 6:25 AM 0 0 0 0 1 0 1 0 3 3 4 6:30 AM 0 0 0 0 4 0 4 0 5 5 9 6:35 AM 0 0 0 0 4 1 5 0 2 2 7 6:40 AM 0 0 0 0 3 0 3 0 2 2 5 6:45 AM 0 0 0 0 4 1 5 0 6 6 11 6:50 AM 0 0 0 0 1 1 2 0 4 4 6 6:55 AM 0 0 0 0 2 0 2 0 4 4 6 7:00 AM 0 1 1 0 6 0 6 0 2 2 9 7:05 AM 0 0 0 0 3 0 3 0 5 5 8 7:10 AM 0 1 1 0 6 1 7 0 3 3 11 7:15 AM 0 0 0 0 2 0 2 0 4 4 6 7:20 AM 0 1 1 0 1 0 1 0 10 10 12 7:25 AM 0 0 0 0 5 2 7 0 1 1 8 7:30 AM 0 1 1 0 1 0 1 0 7 7 9 7:35 AM 0 1 1 0 1 1 2 0 8 8 11 7:40 AM 0 0 0 0 2 3 5 0 2 2 7 7:45 AM 0 0 0 0 7 1 8 0 6 6 14 7:50 AM 0 0 0 0 4 1 5 0 5 5 10 7:55 AM 0 1 1 0 5 0 5 0 4 4 10 8:00 AM 0 0 0 0 4 1 5 0 6 6 11 8:05 AM 0 0 0 0 6 0 6 0 9 9 15 8:10 AM 0 1 1 0 6 3 9 0 6 6 16 8:15 AM 0 0 0 0 3 0 3 0 7 7 10 8:20 AM 0 0 0 0 4 0 4 0 9 9 13 8:25 AM 0 0 0 0 5 1 6 0 4 4 10 8:30 AM 0 0 0 0 3 0 3 0 4 4 7 8:35 AM 0 0 0 0 4 2 6 0 9 9 15 8:40 AM 0 0 0 0 4 0 4 0 4 4 8 8:45 AM 0 1 1 0 3 1 4 0 4 4 9 8:50 AM 0 0 0 0 5 0 5 0 3 3 8 8:55 AM 0 0 0 0 7 3 10 0 6 6 16 Total Survey 0 8 8 0 130 27 157 0 171 171 336 Tuesday, July 23, 2019 43 9 57 0 6 0 6 9 In Out 0 0 Out In 52 In 57 Out Peak Hour Summary 7:00 AM to 8:00 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Time L R Total Total T R Total L T Total Total 6:00 AM 0 0 0 0 6 2 8 0 8 8 16 6:15 AM 0 0 0 0 9 2 11 0 12 12 23 6:30 AM 0 0 0 0 11 1 12 0 9 9 21 6:45 AM 0 0 0 0 7 2 9 0 14 14 23 7:00 AM 0 2 2 0 15 1 16 0 10 10 28 7:15 AM 0 1 1 0 8 2 10 0 15 15 26 7:30 AM 0 2 2 0 4 4 8 0 17 17 27 7:45 AM 0 1 1 0 16 2 18 0 15 15 34 8:00 AM 0 1 1 0 16 4 20 0 21 21 42 8:15 AM 0 0 0 0 12 1 13 0 20 20 33 8:30 AM 0 0 0 0 11 2 13 0 17 17 30 8:45 AM 0 1 1 0 15 4 19 0 13 13 33 Total Survey 0 8 8 0 130 27 157 0 171 171 336 Heavy Vehicle Peak Hour Summary 7:00 AM to 8:00 AM Northbound Southbound Eastbound Westbound Lawson Ave Lawson Ave Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 6 9 15 0 0 0 52 57 109 57 49 106 115 PHF 0.75 0.00 0.72 0.79 0.85 Northbound Southbound Eastbound Westbound Lawson Ave Lawson Ave Hwy 214 Hwy 214 L R Total Total T R Total L T Total Volume 0 6 6 0 43 9 52 0 57 57 115 PHF 0.00 0.75 0.75 0.00 0.67 0.45 0.72 0.00 0.79 0.79 0.85 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L R Total Total T R Total L T Total Total 6:00 AM 0 0 0 0 33 7 40 0 43 43 83 6:15 AM 0 2 2 0 42 6 48 0 45 45 95 6:30 AM 0 3 3 0 41 6 47 0 48 48 98 6:45 AM 0 5 5 0 34 9 43 0 56 56 104 7:00 AM 0 6 6 0 43 9 52 0 57 57 115 7:15 AM 0 5 5 0 44 12 56 0 68 68 129 7:30 AM 0 4 4 0 48 11 59 0 73 73 136 7:45 AM 0 2 2 0 55 9 64 0 73 73 139 8:00 AM 0 2 2 0 54 11 65 0 71 71 138 Hwy 214 Westbound By Approach Lawson Ave Lawson Ave Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 7:00 AM to 8:00 AM Tuesday, July 23, 2019 0 931 931 931 0 0 0 720 544 640 0 176 0 96 0 0 Lawson Ave & Hwy 214 Hwy 214 Hwy 214 0 Bikes 0 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 0 Peds Peds 0 0 Bikes 0 96 176 96 Count Period: 6:00 AM to 9:00 AM 720 931 WB 0.90 6.1% EB 0.82 7.2% 0 Lawson Ave NB 0.75 6.3% 96 SB 0.00 0.0% Intersection 0.95 6.6% 0 1,747 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 0 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Lawson Ave & Hwy 214 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Crosswalk Time L R Bikes Bikes T R Bikes L T Bikes Total North South East West 3:00 PM 0 10 0 0 65 24 0 0 77 0 176 0 0 0 0 3:05 PM 0 10 0 0 73 26 0 0 78 0 187 0 0 0 0 3:10 PM 0 5 0 0 60 25 0 0 85 0 175 0 2 0 0 3:15 PM 0 7 0 0 65 27 0 0 88 0 187 0 0 0 0 3:20 PM 0 5 0 0 71 25 0 0 73 0 174 0 0 0 0 3:25 PM 0 12 0 0 67 32 0 0 70 0 181 0 0 0 0 3:30 PM 0 7 0 0 82 21 0 0 69 0 179 0 0 0 0 3:35 PM 0 7 0 0 90 23 0 0 92 0 212 0 0 0 0 3:40 PM 0 8 0 0 66 20 0 0 81 0 175 0 0 0 0 3:45 PM 0 15 0 0 76 32 0 0 83 0 206 0 0 0 0 3:50 PM 0 13 0 0 76 30 0 0 82 0 201 0 0 0 0 3:55 PM 0 12 0 0 79 27 0 0 87 0 205 0 0 0 0 4:00 PM 0 7 0 0 85 32 0 0 90 0 214 0 0 0 0 4:05 PM 0 15 0 0 91 27 0 0 105 0 238 0 0 0 0 4:10 PM 0 5 0 0 91 33 0 0 104 0 233 0 0 0 0 4:15 PM 0 9 0 0 86 30 0 0 88 0 213 0 0 0 0 4:20 PM 0 5 0 0 93 22 0 0 85 0 205 0 0 0 0 4:25 PM 0 7 0 0 71 26 0 0 95 0 199 0 0 0 0 4:30 PM 0 15 0 0 80 28 0 0 79 0 202 0 0 0 0 4:35 PM 0 8 0 0 66 28 0 0 87 0 189 0 0 0 0 4:40 PM 0 8 0 0 84 28 0 0 98 0 218 0 0 0 0 4:45 PM 0 11 0 0 65 32 0 0 91 0 199 0 0 0 0 4:50 PM 0 8 0 0 89 28 0 0 85 0 210 0 0 0 0 4:55 PM 0 7 0 0 90 32 0 0 96 0 225 0 0 0 0 5:00 PM 0 14 0 0 84 26 0 0 106 0 230 0 0 0 0 5:05 PM 0 11 0 0 81 29 0 0 100 0 221 0 0 0 0 5:10 PM 0 4 0 0 88 35 0 0 86 0 213 0 3 0 0 5:15 PM 0 5 0 0 83 24 0 0 114 0 226 0 0 0 0 5:20 PM 0 7 0 0 84 35 0 0 91 0 217 0 0 0 0 5:25 PM 0 11 0 0 98 35 0 0 85 0 229 0 0 0 0 5:30 PM 0 12 0 0 91 31 0 0 83 0 217 0 0 0 0 5:35 PM 0 7 0 0 76 34 0 0 82 0 199 0 0 0 0 5:40 PM 0 11 0 0 63 40 0 0 80 0 194 0 1 0 0 5:45 PM 0 14 0 0 102 20 0 0 86 0 222 0 0 0 0 5:50 PM 0 11 0 0 75 29 0 0 92 0 207 0 0 0 0 5:55 PM 0 7 0 0 56 29 0 0 53 0 145 0 0 0 0 Total Survey 0 330 0 0 2,842 1,025 0 0 3,126 0 7,323 0 6 0 0 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 1,013 369 1,117 0 105 0 0 3 0 0 105 369 In Out 0 0 Out In 1,382 In 1,117 Out Out 1,118 In 1,117 0.82 PHF 0.0% HV 0.92 PHF 2.5% HV 0.92 PHF 2.2% HV 0.00 PHF 0.0% HV Peak Hour Summary 4:40 PM to 5:40 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Crosswalk Time L R Bikes Bikes T R Bikes L T Bikes Total North South East West 3:00 PM 0 25 0 0 198 75 0 0 240 0 538 0 2 0 0 3:15 PM 0 24 0 0 203 84 0 0 231 0 542 0 0 0 0 3:30 PM 0 22 0 0 238 64 0 0 242 0 566 0 0 0 0 3:45 PM 0 40 0 0 231 89 0 0 252 0 612 0 0 0 0 4:00 PM 0 27 0 0 267 92 0 0 299 0 685 0 0 0 0 4:15 PM 0 21 0 0 250 78 0 0 268 0 617 0 0 0 0 4:30 PM 0 31 0 0 230 84 0 0 264 0 609 0 0 0 0 4:45 PM 0 26 0 0 244 92 0 0 272 0 634 0 0 0 0 5:00 PM 0 29 0 0 253 90 0 0 292 0 664 0 3 0 0 5:15 PM 0 23 0 0 265 94 0 0 290 0 672 0 0 0 0 5:30 PM 0 30 0 0 230 105 0 0 245 0 610 0 1 0 0 5:45 PM 0 32 0 0 233 78 0 0 231 0 574 0 0 0 0 Total Survey 0 330 0 0 2,842 1,025 0 0 3,126 0 7,323 0 6 0 0 Peak Hour Summary 4:40 PM to 5:40 PM Northbound Southbound Eastbound Westbound Pedestrians Lawson Ave Lawson Ave Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 105 369 474 0 0 0 0 0 1,382 1,117 2,499 0 1,117 1,118 2,235 0 2,604 0 3 0 0 %HV 0.0% 0.0% 2.2% 2.5% 2.2% PHF 0.82 0.00 0.92 0.92 0.96 Northbound Southbound Eastbound Westbound Lawson Ave Lawson Ave Hwy 214 Hwy 214 Total L R T R L T Volume 0 105 1,013 369 0 1,117 2,604 %HV 0.0% NA 0.0% NA NA NA NA 2.5% 1.4% 0.0% 2.5% NA 2.2% PHF 0.00 0.82 0.93 0.91 0.00 0.92 0.96 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Crosswalk Time L R Bikes Bikes T R Bikes L T Bikes Total North South East West 3:00 PM 0 111 0 0 870 312 0 0 965 0 2,258 0 2 0 0 3:15 PM 0 113 0 0 939 329 0 0 1,024 0 2,405 0 0 0 0 3:30 PM 0 110 0 0 986 323 0 0 1,061 0 2,480 0 0 0 0 3:45 PM 0 119 0 0 978 343 0 0 1,083 0 2,523 0 0 0 0 4:00 PM 0 105 0 0 991 346 0 0 1,103 0 2,545 0 0 0 0 4:15 PM 0 107 0 0 977 344 0 0 1,096 0 2,524 0 3 0 0 4:30 PM 0 109 0 0 992 360 0 0 1,118 0 2,579 0 3 0 0 4:45 PM 0 108 0 0 992 381 0 0 1,099 0 2,580 0 4 0 0 5:00 PM 0 114 0 0 981 367 0 0 1,058 0 2,520 0 4 0 0 0.0% 0.0% By Movement By Approach Total Total Total Total 105 0.82 0.92 1,117 0.92 1,382 0.00 0 2.5% 2.2% ---PAGE BREAK--- Heavy Vehicle Summary Lawson Ave & Hwy 214 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Time L R Total Total T R Total L T Total Total 3:00 PM 0 0 0 0 2 1 3 0 2 2 5 3:05 PM 0 0 0 0 4 1 5 0 3 3 8 3:10 PM 0 1 1 0 3 2 5 0 2 2 8 3:15 PM 0 0 0 0 4 1 5 0 3 3 8 3:20 PM 0 0 0 0 2 0 2 0 2 2 4 3:25 PM 0 0 0 0 4 1 5 0 5 5 10 3:30 PM 0 0 0 0 5 1 6 0 1 1 7 3:35 PM 0 0 0 0 8 0 8 0 2 2 10 3:40 PM 0 0 0 0 4 0 4 0 2 2 6 3:45 PM 0 0 0 0 2 0 2 0 6 6 8 3:50 PM 0 0 0 0 2 0 2 0 5 5 7 3:55 PM 0 0 0 0 5 1 6 0 4 4 10 4:00 PM 0 0 0 0 4 1 5 0 3 3 8 4:05 PM 0 0 0 0 4 0 4 0 3 3 7 4:10 PM 0 0 0 0 2 1 3 0 6 6 9 4:15 PM 0 0 0 0 1 0 1 0 2 2 3 4:20 PM 0 0 0 0 4 1 5 0 0 0 5 4:25 PM 0 0 0 0 4 2 6 0 5 5 11 4:30 PM 0 0 0 0 1 1 2 0 3 3 5 4:35 PM 0 1 1 0 1 1 2 0 2 2 5 4:40 PM 0 0 0 0 6 0 6 0 2 2 8 4:45 PM 0 0 0 0 1 0 1 0 3 3 4 4:50 PM 0 0 0 0 2 0 2 0 1 1 3 4:55 PM 0 0 0 0 4 0 4 0 1 1 5 5:00 PM 0 0 0 0 3 0 3 0 1 1 4 5:05 PM 0 0 0 0 1 0 1 0 3 3 4 5:10 PM 0 0 0 0 1 1 2 0 4 4 6 5:15 PM 0 0 0 0 0 0 0 0 2 2 2 5:20 PM 0 0 0 0 4 2 6 0 3 3 9 5:25 PM 0 0 0 0 0 1 1 0 2 2 3 5:30 PM 0 0 0 0 1 0 1 0 4 4 5 5:35 PM 0 0 0 0 2 1 3 0 2 2 5 5:40 PM 0 0 0 0 2 1 3 0 3 3 6 5:45 PM 0 0 0 0 2 0 2 0 4 4 6 5:50 PM 0 0 0 0 0 0 0 0 3 3 3 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 Total Survey 0 2 2 0 95 21 116 0 99 99 217 Tuesday, July 23, 2019 25 5 28 0 0 0 0 5 In Out 0 0 Out In 30 In 28 Out Peak Hour Summary 4:40 PM to 5:40 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Lawson Ave Lawson Ave Hwy 214 Hwy 214 Interval Time L R Total Total T R Total L T Total Total 3:00 PM 0 1 1 0 9 4 13 0 7 7 21 3:15 PM 0 0 0 0 10 2 12 0 10 10 22 3:30 PM 0 0 0 0 17 1 18 0 5 5 23 3:45 PM 0 0 0 0 9 1 10 0 15 15 25 4:00 PM 0 0 0 0 10 2 12 0 12 12 24 4:15 PM 0 0 0 0 9 3 12 0 7 7 19 4:30 PM 0 1 1 0 8 2 10 0 7 7 18 4:45 PM 0 0 0 0 7 0 7 0 5 5 12 5:00 PM 0 0 0 0 5 1 6 0 8 8 14 5:15 PM 0 0 0 0 4 3 7 0 7 7 14 5:30 PM 0 0 0 0 5 2 7 0 9 9 16 5:45 PM 0 0 0 0 2 0 2 0 7 7 9 Total Survey 0 2 2 0 95 21 116 0 99 99 217 Heavy Vehicle Peak Hour Summary 4:40 PM to 5:40 PM Northbound Southbound Eastbound Westbound Lawson Ave Lawson Ave Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 0 5 5 0 0 0 30 28 58 28 25 53 58 PHF 0.00 0.00 0.83 0.78 0.85 Northbound Southbound Eastbound Westbound Lawson Ave Lawson Ave Hwy 214 Hwy 214 L R Total Total T R Total L T Total Volume 0 0 0 0 25 5 30 0 28 28 58 PHF 0.00 0.00 0.00 0.00 0.69 0.42 0.83 0.00 0.78 0.78 0.85 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L R Total Total T R Total L T Total Total 3:00 PM 0 1 1 0 45 8 53 0 37 37 91 3:15 PM 0 0 0 0 46 6 52 0 42 42 94 3:30 PM 0 0 0 0 45 7 52 0 39 39 91 3:45 PM 0 1 1 0 36 8 44 0 41 41 86 4:00 PM 0 1 1 0 34 7 41 0 31 31 73 4:15 PM 0 1 1 0 29 6 35 0 27 27 63 4:30 PM 0 1 1 0 24 6 30 0 27 27 58 4:45 PM 0 0 0 0 21 6 27 0 29 29 56 5:00 PM 0 0 0 0 16 6 22 0 31 31 53 Hwy 214 Westbound By Approach Lawson Ave Lawson Ave Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:40 PM to 5:40 PM Tuesday, July 23, 2019 0 1117 1117 1117 0 0 0 1382 1013 1118 0 369 0 105 0 0 Lawson Ave & Hwy 214 Hwy 214 Hwy 214 0 Bikes 0 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 3 Peds Peds 0 0 Bikes 0 105 369 105 Count Period: 3:00 PM to 6:00 PM 1,382 1,117 WB 0.92 2.5% EB 0.92 2.2% 0 Lawson Ave NB 0.82 0.0% 105 SB 0.00 0.0% Intersection 0.96 2.2% 0 2,604 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 3 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Oregon Way & Hwy 214 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 0 0 1 0 0 0 3 0 0 30 0 0 0 54 0 0 88 0 0 0 0 6:05 AM 1 0 0 0 0 0 4 0 0 24 0 0 0 68 0 0 97 1 0 0 0 6:10 AM 0 0 0 0 1 0 2 0 1 30 1 0 1 61 1 0 98 0 0 0 0 6:15 AM 1 0 0 0 1 0 2 0 0 39 0 0 1 67 1 0 112 0 1 0 0 6:20 AM 2 0 0 0 0 0 5 0 0 40 2 0 0 55 0 0 104 0 0 0 0 6:25 AM 1 0 0 0 1 0 5 0 2 39 1 0 0 59 0 0 108 2 0 0 0 6:30 AM 0 0 0 0 1 0 5 0 3 43 0 0 0 54 0 0 106 0 0 0 0 6:35 AM 1 0 1 0 0 0 4 0 3 44 0 0 0 59 0 0 112 0 0 0 0 6:40 AM 1 1 2 0 1 0 3 0 1 42 0 0 0 51 1 0 103 0 0 0 0 6:45 AM 0 0 0 0 1 0 7 0 2 49 0 0 0 62 1 0 122 0 0 0 0 6:50 AM 0 1 0 0 0 0 3 0 0 37 2 0 0 35 0 0 78 1 1 0 0 6:55 AM 0 1 0 0 1 0 5 0 0 45 1 2 0 50 0 0 103 2 0 1 0 7:00 AM 0 1 0 0 1 0 6 0 1 51 0 0 0 54 0 0 114 0 0 0 0 7:05 AM 0 0 1 0 1 0 4 0 2 38 1 0 0 55 1 0 103 0 0 0 0 7:10 AM 0 0 0 0 1 2 7 0 1 49 0 0 0 48 0 0 108 0 0 0 0 7:15 AM 0 0 0 0 0 0 7 0 1 41 2 0 1 49 0 0 101 0 0 0 0 7:20 AM 0 0 2 0 2 0 6 0 1 31 1 0 0 57 2 0 102 0 1 0 0 7:25 AM 1 0 2 0 0 0 5 0 2 55 0 0 1 51 2 0 119 0 0 0 0 7:30 AM 1 0 2 0 2 2 5 0 1 37 1 0 1 49 2 0 103 0 0 0 0 7:35 AM 1 0 1 0 1 1 3 0 2 41 2 0 0 45 3 0 100 0 0 0 0 7:40 AM 0 0 0 0 0 1 6 0 4 50 1 0 0 44 1 0 107 0 1 0 0 7:45 AM 3 2 0 0 0 1 6 0 3 54 0 0 0 41 3 0 113 0 0 0 0 7:50 AM 1 1 0 0 0 0 7 0 3 53 0 0 2 59 1 0 127 0 0 0 0 7:55 AM 0 3 0 0 0 0 5 0 1 58 0 0 0 43 1 0 111 0 3 0 0 8:00 AM 2 2 0 0 1 2 1 0 0 52 0 0 0 47 4 0 111 0 0 0 0 8:05 AM 2 4 1 0 2 1 3 0 1 33 0 0 0 45 1 0 93 0 0 0 0 8:10 AM 1 2 0 0 2 0 7 0 3 41 1 0 0 40 1 0 98 0 0 0 0 8:15 AM 1 2 0 0 1 1 3 0 4 39 1 0 1 46 0 0 99 0 3 0 0 8:20 AM 0 2 0 0 1 0 5 0 3 42 0 0 0 47 0 0 100 0 0 0 0 8:25 AM 2 1 1 0 1 0 2 0 2 42 0 0 0 35 1 0 87 0 1 0 0 8:30 AM 2 2 1 0 2 1 2 0 4 41 0 0 1 37 0 0 93 0 0 0 0 8:35 AM 1 0 0 0 1 1 3 0 1 44 1 0 1 38 2 0 93 0 0 0 0 8:40 AM 1 3 1 0 0 0 5 0 1 49 0 0 0 45 4 0 109 0 0 0 0 8:45 AM 1 1 1 0 1 0 3 0 1 44 0 0 1 36 1 0 90 0 0 0 0 8:50 AM 0 1 2 0 2 1 4 0 2 47 1 0 0 38 2 0 100 0 0 0 0 8:55 AM 2 0 0 0 2 2 7 0 2 51 0 0 2 37 3 0 108 0 0 0 0 Total Survey 29 30 19 0 31 16 160 0 58 1,545 19 2 13 1,761 39 0 3,720 6 11 1 0 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 22 558 8 16 595 5 8 7 7 8 67 0 5 0 0 7 22 20 In Out 45 82 Out In 588 In 669 Out Out 574 In 616 0.55 PHF 4.5% HV 0.93 PHF 6.5% HV 0.85 PHF 9.4% HV 0.82 PHF 2.4% HV Peak Hour Summary 7:00 AM to 8:00 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 1 0 1 0 1 0 9 0 1 84 1 0 1 183 1 0 283 1 0 0 0 6:15 AM 4 0 0 0 2 0 12 0 2 118 3 0 1 181 1 0 324 2 1 0 0 6:30 AM 2 1 3 0 2 0 12 0 7 129 0 0 0 164 1 0 321 0 0 0 0 6:45 AM 0 2 0 0 2 0 15 0 2 131 3 2 0 147 1 0 303 3 1 1 0 7:00 AM 0 1 1 0 3 2 17 0 4 138 1 0 0 157 1 0 325 0 0 0 0 7:15 AM 1 0 4 0 2 0 18 0 4 127 3 0 2 157 4 0 322 0 1 0 0 7:30 AM 2 0 3 0 3 4 14 0 7 128 4 0 1 138 6 0 310 0 1 0 0 7:45 AM 4 6 0 0 0 1 18 0 7 165 0 0 2 143 5 0 351 0 3 0 0 8:00 AM 5 8 1 0 5 3 11 0 4 126 1 0 0 132 6 0 302 0 0 0 0 8:15 AM 3 5 1 0 3 1 10 0 9 123 1 0 1 128 1 0 286 0 4 0 0 8:30 AM 4 5 2 0 3 2 10 0 6 134 1 0 2 120 6 0 295 0 0 0 0 8:45 AM 3 2 3 0 5 3 14 0 5 142 1 0 3 111 6 0 298 0 0 0 0 Total Survey 29 30 19 0 31 16 160 0 58 1,545 19 2 13 1,761 39 0 3,720 6 11 1 0 Peak Hour Summary 7:00 AM to 8:00 AM Northbound Southbound Eastbound Westbound Pedestrians Oregon Way Oregon Way Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 22 20 42 0 82 45 127 0 588 669 1,257 0 616 574 1,190 0 1,308 0 5 0 0 %HV 4.5% 2.4% 9.4% 6.5% 7.5% PHF 0.55 0.82 0.85 0.93 0.93 Northbound Southbound Eastbound Westbound Oregon Way Oregon Way Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 7 7 8 8 7 67 22 558 8 5 595 16 1,308 %HV 0.0% 0.0% 12.5% 0.0% 0.0% 3.0% 0.0% 9.9% 0.0% 0.0% 6.7% 0.0% 7.5% PHF 0.44 0.29 0.33 0.50 0.44 0.84 0.55 0.85 0.50 0.63 0.95 0.57 0.93 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 6:00 AM 7 3 4 0 7 0 48 0 12 462 7 2 2 675 4 0 1,231 6 2 1 0 6:15 AM 6 4 4 0 9 2 56 0 15 516 7 2 1 649 4 0 1,273 5 2 1 0 6:30 AM 3 4 8 0 9 2 62 0 17 525 7 2 2 625 7 0 1,271 3 2 1 0 6:45 AM 3 3 8 0 10 6 64 0 17 524 11 2 3 599 12 0 1,260 3 3 1 0 7:00 AM 7 7 8 0 8 7 67 0 22 558 8 0 5 595 16 0 1,308 0 5 0 0 7:15 AM 12 14 8 0 10 8 61 0 22 546 8 0 5 570 21 0 1,285 0 5 0 0 7:30 AM 14 19 5 0 11 9 53 0 27 542 6 0 4 541 18 0 1,249 0 8 0 0 7:45 AM 16 24 4 0 11 7 49 0 26 548 3 0 5 523 18 0 1,234 0 7 0 0 8:00 AM 15 20 7 0 16 9 45 0 24 525 4 0 6 491 19 0 1,181 0 4 0 0 2.4% 4.5% By Movement By Approach Total Total Total Total 22 0.55 0.93 616 0.85 588 0.82 82 6.5% 9.4% ---PAGE BREAK--- Heavy Vehicle Summary Oregon Way & Hwy 214 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 6:05 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 3 0 3 6 6:10 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 2 0 2 6 6:15 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 4 0 4 8 6:20 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 5 0 5 10 6:25 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 6:30 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 6 0 6 10 6:35 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 6:40 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 2 0 2 5 6:45 AM 0 0 0 0 0 0 1 1 0 4 0 4 0 4 0 4 9 6:50 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 4 0 4 6 6:55 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 4 0 4 6 7:00 AM 0 0 0 0 0 0 0 0 0 8 0 8 0 0 0 0 8 7:05 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 4 0 4 6 7:10 AM 0 0 0 0 0 0 1 1 0 6 0 6 0 2 0 2 9 7:15 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 3 0 3 6 7:20 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 6 0 6 10 7:25 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 1 0 1 7 7:30 AM 0 0 1 1 0 0 0 0 0 2 0 2 0 7 0 7 10 7:35 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 4 0 4 6 7:40 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 7:45 AM 0 0 0 0 0 0 0 0 0 8 0 8 0 5 0 5 13 7:50 AM 0 0 0 0 0 0 1 1 0 5 0 5 0 5 0 5 11 7:55 AM 0 0 0 0 0 0 0 0 0 7 0 7 0 3 0 3 10 8:00 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 3 0 3 7 8:05 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 5 0 5 10 8:10 AM 0 0 0 0 0 0 1 1 0 7 0 7 0 6 0 6 14 8:15 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 6 0 6 10 8:20 AM 0 0 0 0 0 0 0 0 0 4 0 4 0 8 0 8 12 8:25 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 5 0 5 8 8:30 AM 0 1 1 2 0 0 0 0 0 5 0 5 0 4 0 4 11 8:35 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 8 0 8 10 8:40 AM 0 0 0 0 0 0 1 1 0 2 0 2 0 4 0 4 7 8:45 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 4 0 4 10 8:50 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 5 0 5 10 8:55 AM 0 0 0 0 0 0 0 0 0 8 0 8 0 7 0 7 15 Total Survey 0 1 2 3 0 0 5 5 0 147 0 147 0 139 0 139 294 Tuesday, July 23, 2019 0 55 0 0 40 0 1 0 0 0 2 0 1 0 In Out 0 2 Out In 55 In 42 Out Peak Hour Summary 7:00 AM to 8:00 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 8 0 8 0 5 0 5 13 6:15 AM 0 0 0 0 0 0 0 0 0 10 0 10 0 9 0 9 19 6:30 AM 0 0 0 0 0 0 0 0 0 11 0 11 0 8 0 8 19 6:45 AM 0 0 0 0 0 0 1 1 0 8 0 8 0 12 0 12 21 7:00 AM 0 0 0 0 0 0 1 1 0 16 0 16 0 6 0 6 23 7:15 AM 0 0 0 0 0 0 0 0 0 13 0 13 0 10 0 10 23 7:30 AM 0 0 1 1 0 0 0 0 0 6 0 6 0 11 0 11 18 7:45 AM 0 0 0 0 0 0 1 1 0 20 0 20 0 13 0 13 34 8:00 AM 0 0 0 0 0 0 1 1 0 16 0 16 0 14 0 14 31 8:15 AM 0 0 0 0 0 0 0 0 0 11 0 11 0 19 0 19 30 8:30 AM 0 1 1 2 0 0 1 1 0 9 0 9 0 16 0 16 28 8:45 AM 0 0 0 0 0 0 0 0 0 19 0 19 0 16 0 16 35 Total Survey 0 1 2 3 0 0 5 5 0 147 0 147 0 139 0 139 294 Heavy Vehicle Peak Hour Summary 7:00 AM to 8:00 AM Northbound Southbound Eastbound Westbound Oregon Way Oregon Way Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 1 0 1 2 0 2 55 42 97 40 56 96 98 PHF 0.25 0.50 0.69 0.71 0.72 Northbound Southbound Eastbound Westbound Oregon Way Oregon Way Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 0 0 1 1 0 0 2 2 0 55 0 55 0 40 0 40 98 PHF 0.00 0.00 0.25 0.25 0.00 0.00 0.50 0.50 0.00 0.69 0.00 0.69 0.00 0.71 0.00 0.71 0.72 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 6:00 AM 0 0 0 0 0 0 1 1 0 37 0 37 0 34 0 34 72 6:15 AM 0 0 0 0 0 0 2 2 0 45 0 45 0 35 0 35 82 6:30 AM 0 0 0 0 0 0 2 2 0 48 0 48 0 36 0 36 86 6:45 AM 0 0 1 1 0 0 2 2 0 43 0 43 0 39 0 39 85 7:00 AM 0 0 1 1 0 0 2 2 0 55 0 55 0 40 0 40 98 7:15 AM 0 0 1 1 0 0 2 2 0 55 0 55 0 48 0 48 106 7:30 AM 0 0 1 1 0 0 2 2 0 53 0 53 0 57 0 57 113 7:45 AM 0 1 1 2 0 0 3 3 0 56 0 56 0 62 0 62 123 8:00 AM 0 1 1 2 0 0 2 2 0 55 0 55 0 65 0 65 124 Hwy 214 Westbound By Approach Oregon Way Oregon Way Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 7:00 AM to 8:00 AM Tuesday, July 23, 2019 82 45 67 7 8 16 0 669  595 616 0 5 22 0 588 558 574 0 8 7 7 8 0 0 Oregon Way & Hwy 214 Oregon Way Hwy 214 Hwy 214 0 Bikes 0 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 5 Peds Peds 0 0 Bikes 7 7 8 20 22 Count Period: 6:00 AM to 9:00 AM 588 616 WB 0.93 6.5% EB 0.85 9.4% 0 Oregon Way NB 0.55 4.5% 22 SB 0.82 2.4% Intersection 0.93 7.5% 82 1,308 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 5 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary Oregon Way & Hwy 214 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 0 1 0 0 4 2 6 0 8 69 1 0 1 50 3 0 145 0 0 0 0 3:05 PM 4 1 0 0 7 2 6 0 5 79 0 0 0 52 4 0 160 0 0 0 0 3:10 PM 0 3 0 0 2 3 4 0 4 63 2 0 0 57 3 0 141 1 1 1 1 3:15 PM 1 1 0 0 4 2 5 0 7 63 1 0 0 59 2 0 145 0 0 0 0 3:20 PM 2 0 2 0 6 0 7 0 8 58 0 0 1 53 4 0 141 0 0 0 0 3:25 PM 1 2 0 0 0 0 6 0 3 83 2 0 1 47 3 0 148 0 0 0 0 3:30 PM 0 1 1 0 3 2 2 0 9 68 0 0 1 68 5 0 160 0 0 0 0 3:35 PM 2 1 0 0 3 5 7 0 7 88 3 0 2 67 4 0 189 0 0 0 0 3:40 PM 0 3 1 0 7 3 6 0 11 70 1 0 0 51 3 0 156 1 0 0 0 3:45 PM 0 2 1 0 4 0 5 0 8 77 1 0 4 71 3 0 176 0 0 0 0 3:50 PM 1 0 0 0 6 3 2 0 6 76 1 0 0 56 12 0 163 0 0 0 0 3:55 PM 0 1 0 0 5 1 6 0 9 86 0 0 2 59 2 0 171 0 0 0 0 4:00 PM 1 1 0 0 9 1 4 0 7 79 0 0 1 72 5 0 180 0 0 0 0 4:05 PM 1 2 2 0 8 4 5 0 10 75 1 0 1 74 4 0 187 0 2 0 1 4:10 PM 2 0 0 0 8 5 4 0 5 78 2 0 0 76 6 0 186 0 0 0 0 4:15 PM 0 2 0 0 9 2 8 0 9 87 3 0 1 67 5 0 193 0 1 0 1 4:20 PM 0 1 0 0 7 2 3 0 8 95 2 0 3 62 4 0 187 0 0 0 0 4:25 PM 0 1 0 0 7 6 3 0 9 71 4 0 2 63 4 0 170 0 0 0 0 4:30 PM 0 3 2 0 6 2 4 0 4 77 1 0 0 61 4 0 164 0 0 0 0 4:35 PM 1 1 0 0 5 3 1 0 9 66 2 0 2 80 4 0 174 0 0 0 0 4:40 PM 0 1 1 0 4 2 5 0 9 63 1 0 1 66 7 0 160 0 0 0 0 4:45 PM 1 4 0 0 4 1 8 0 13 73 0 0 2 69 3 0 178 0 0 0 0 4:50 PM 1 3 0 0 7 3 4 0 8 77 2 0 2 75 4 0 186 0 0 0 0 4:55 PM 0 2 0 0 9 4 5 0 14 85 1 0 0 75 7 0 202 0 0 0 0 5:00 PM 2 0 2 0 7 1 8 0 5 81 1 0 2 62 2 0 173 0 0 0 0 5:05 PM 1 1 2 0 5 2 4 0 11 71 3 0 0 78 5 0 183 0 0 0 0 5:10 PM 1 0 0 0 8 0 6 0 4 90 2 0 0 76 5 0 192 1 2 0 0 5:15 PM 2 1 0 0 8 0 5 0 8 77 2 0 2 77 2 0 184 0 0 0 0 5:20 PM 4 1 0 0 6 0 7 0 7 84 2 0 1 54 4 0 170 0 0 0 0 5:25 PM 0 1 0 0 4 1 2 0 9 81 2 0 0 58 3 0 161 0 0 0 0 5:30 PM 0 3 3 0 10 3 12 0 13 78 0 0 2 48 4 1 176 0 0 0 0 5:35 PM 1 0 1 0 4 2 4 0 4 68 2 0 1 61 2 0 150 0 0 0 0 5:40 PM 2 0 1 0 3 3 8 0 7 70 1 0 2 52 5 0 154 0 0 0 0 5:45 PM 3 1 0 0 3 1 6 0 7 87 4 0 0 54 0 0 166 0 0 2 0 5:50 PM 0 1 1 0 7 3 3 0 6 79 3 0 1 75 3 0 182 0 0 0 0 5:55 PM 0 0 0 0 7 3 7 0 2 64 0 0 0 35 3 0 121 0 1 0 0 Total Survey 34 46 20 0 206 77 188 0 273 2,736 53 0 38 2,260 143 1 6,074 3 7 3 3 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 105 926 19 57 840 15 5 7 35 83 54 0 3 2 0 21 33 69 In Out 183 172 Out In 1,050 In 901 Out Out 1,014 In 912 0.75 PHF 3.0% HV 0.95 PHF 2.7% HV 0.91 PHF 3.7% HV 0.81 PHF 1.7% HV Peak Hour Summary 4:00 PM to 5:00 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 4 5 0 0 13 7 16 0 17 211 3 0 1 159 10 0 446 1 1 1 1 3:15 PM 4 3 2 0 10 2 18 0 18 204 3 0 2 159 9 0 434 0 0 0 0 3:30 PM 2 5 2 0 13 10 15 0 27 226 4 0 3 186 12 0 505 1 0 0 0 3:45 PM 1 3 1 0 15 4 13 0 23 239 2 0 6 186 17 0 510 0 0 0 0 4:00 PM 4 3 2 0 25 10 13 0 22 232 3 0 2 222 15 0 553 0 2 0 1 4:15 PM 0 4 0 0 23 10 14 0 26 253 9 0 6 192 13 0 550 0 1 0 1 4:30 PM 1 5 3 0 15 7 10 0 22 206 4 0 3 207 15 0 498 0 0 0 0 4:45 PM 2 9 0 0 20 8 17 0 35 235 3 0 4 219 14 0 566 0 0 0 0 5:00 PM 4 1 4 0 20 3 18 0 20 242 6 0 2 216 12 0 548 1 2 0 0 5:15 PM 6 3 0 0 18 1 14 0 24 242 6 0 3 189 9 0 515 0 0 0 0 5:30 PM 3 3 5 0 17 8 24 0 24 216 3 0 5 161 11 1 480 0 0 0 0 5:45 PM 3 2 1 0 17 7 16 0 15 230 7 0 1 164 6 0 469 0 1 2 0 Total Survey 34 46 20 0 206 77 188 0 273 2,736 53 0 38 2,260 143 1 6,074 3 7 3 3 Peak Hour Summary 4:00 PM to 5:00 PM Northbound Southbound Eastbound Westbound Pedestrians Oregon Way Oregon Way Hwy 214 Hwy 214 Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 33 69 102 0 172 183 355 0 1,050 901 1,951 0 912 1,014 1,926 0 2,167 0 3 0 2 %HV 3.0% 1.7% 3.7% 2.7% 3.1% PHF 0.75 0.81 0.91 0.95 0.96 Northbound Southbound Eastbound Westbound Oregon Way Oregon Way Hwy 214 Hwy 214 Total L T R L T R L T R L T R Volume 7 21 5 83 35 54 105 926 19 15 840 57 2,167 %HV 0.0% 0.0% 20.0% 1.2% 0.0% 3.7% 0.0% 4.2% 0.0% 6.7% 2.9% 0.0% 3.1% PHF 0.44 0.58 0.42 0.83 0.80 0.79 0.75 0.89 0.53 0.63 0.95 0.95 0.96 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Crosswalk Time L T R Bikes L T R Bikes L T R Bikes L T R Bikes Total North South East West 3:00 PM 11 16 5 0 51 23 62 0 85 880 12 0 12 690 48 0 1,895 2 1 1 1 3:15 PM 11 14 7 0 63 26 59 0 90 901 12 0 13 753 53 0 2,002 1 2 0 1 3:30 PM 7 15 5 0 76 34 55 0 98 950 18 0 17 786 57 0 2,118 1 3 0 2 3:45 PM 6 15 6 0 78 31 50 0 93 930 18 0 17 807 60 0 2,111 0 3 0 2 4:00 PM 7 21 5 0 83 35 54 0 105 926 19 0 15 840 57 0 2,167 0 3 0 2 4:15 PM 7 19 7 0 78 28 59 0 103 936 22 0 15 834 54 0 2,162 1 3 0 1 4:30 PM 13 18 7 0 73 19 59 0 101 925 19 0 12 831 50 0 2,127 1 2 0 0 4:45 PM 15 16 9 0 75 20 73 0 103 935 18 0 14 785 46 1 2,109 1 2 0 0 5:00 PM 16 9 10 0 72 19 72 0 83 930 22 0 11 730 38 1 2,012 1 3 2 0 1.7% 3.0% By Movement By Approach Total Total Total Total 33 0.75 0.95 912 0.91 1,050 0.81 172 2.7% 3.7% ---PAGE BREAK--- Heavy Vehicle Summary Oregon Way & Hwy 214 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 1 0 1 6 3:05 PM 0 0 0 0 0 0 1 1 0 3 0 3 0 4 0 4 8 3:10 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 1 0 1 6 3:15 PM 0 0 0 0 0 0 0 0 1 4 0 5 0 0 0 0 5 3:20 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 3 3:25 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 1 1 2 6 3:30 PM 0 0 1 1 0 0 0 0 0 5 0 5 0 1 1 2 8 3:35 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 2 0 2 7 3:40 PM 0 0 0 0 0 0 0 0 0 6 0 6 0 2 0 2 8 3:45 PM 0 0 1 1 0 0 0 0 0 4 0 4 0 6 0 6 11 3:50 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 4 3:55 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 3 0 3 7 4:00 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 3 0 3 7 4:05 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 2 0 2 4 4:10 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 2 0 2 5 4:15 PM 0 0 0 0 1 0 1 2 0 3 0 3 0 0 0 0 5 4:20 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 4:25 PM 0 0 0 0 0 0 1 1 0 4 0 4 0 4 0 4 9 4:30 PM 0 0 1 1 0 0 0 0 0 5 0 5 0 1 0 1 7 4:35 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 2 0 2 4 4:40 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 2 0 2 5 4:45 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 3 0 3 6 4:50 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 3 0 4 5 4:55 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 2 0 2 7 5:00 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 5:05 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 3 5:10 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 3 0 3 5 5:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2 5:20 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 3 0 3 5 5:25 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 5:30 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 1 0 1 3 5:35 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2 5:40 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 4 0 4 6 5:45 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 4 0 4 7 5:50 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 0 0 4 4 1 0 4 5 1 103 0 104 1 70 2 73 186 Tuesday, July 23, 2019 0 39 0 0 24 1 1 0 0 1 2 0 1 1 In Out 0 3 Out In 39 In 26 Out Peak Hour Summary 4:00 PM to 5:00 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Oregon Way Oregon Way Hwy 214 Hwy 214 Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 0 0 0 0 1 1 0 13 0 13 0 6 0 6 20 3:15 PM 0 0 0 0 0 0 0 0 1 9 0 10 0 3 1 4 14 3:30 PM 0 0 1 1 0 0 0 0 0 16 0 16 0 5 1 6 23 3:45 PM 0 0 1 1 0 0 0 0 0 9 0 9 0 12 0 12 22 4:00 PM 0 0 0 0 0 0 0 0 0 9 0 9 0 7 0 7 16 4:15 PM 0 0 0 0 1 0 2 3 0 11 0 11 0 4 0 4 18 4:30 PM 0 0 1 1 0 0 0 0 0 10 0 10 0 5 0 5 16 4:45 PM 0 0 0 0 0 0 0 0 0 9 0 9 1 8 0 9 18 5:00 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 5 0 5 10 5:15 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 4 0 4 9 5:30 PM 0 0 1 1 0 0 1 1 0 3 0 3 0 6 0 6 11 5:45 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 5 0 5 9 Total Survey 0 0 4 4 1 0 4 5 1 103 0 104 1 70 2 73 186 Heavy Vehicle Peak Hour Summary 4:00 PM to 5:00 PM Northbound Southbound Eastbound Westbound Oregon Way Oregon Way Hwy 214 Hwy 214 In Out Total In Out Total In Out Total In Out Total Volume 1 1 2 3 0 3 39 26 65 25 41 66 68 PHF 0.25 0.25 0.75 0.69 0.85 Northbound Southbound Eastbound Westbound Oregon Way Oregon Way Hwy 214 Hwy 214 L T R Total L T R Total L T R Total L T R Total Volume 0 0 1 1 1 0 2 3 0 39 0 39 1 24 0 25 68 PHF 0.00 0.00 0.25 0.25 0.25 0.00 0.25 0.25 0.00 0.75 0.00 0.75 0.25 0.75 0.00 0.69 0.85 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T R Total L T R Total L T R Total L T R Total Total 3:00 PM 0 0 2 2 0 0 1 1 1 47 0 48 0 26 2 28 79 3:15 PM 0 0 2 2 0 0 0 0 1 43 0 44 0 27 2 29 75 3:30 PM 0 0 2 2 1 0 2 3 0 45 0 45 0 28 1 29 79 3:45 PM 0 0 2 2 1 0 2 3 0 39 0 39 0 28 0 28 72 4:00 PM 0 0 1 1 1 0 2 3 0 39 0 39 1 24 0 25 68 4:15 PM 0 0 1 1 1 0 2 3 0 35 0 35 1 22 0 23 62 4:30 PM 0 0 1 1 0 0 0 0 0 29 0 29 1 22 0 23 53 4:45 PM 0 0 1 1 0 0 1 1 0 22 0 22 1 23 0 24 48 5:00 PM 0 0 1 1 0 0 1 1 0 17 0 17 0 20 0 20 39 Hwy 214 Westbound By Approach Oregon Way Oregon Way Hwy 214 Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:00 PM to 5:00 PM Tuesday, July 23, 2019 172 183 54 35 83 57 0 901  840 912 0 15 105 0 1050 926 1014 0 19 7 21 5 0 0 Oregon Way & Hwy 214 Oregon Way Hwy 214 Hwy 214 0 Bikes 0 Bikes 0 Peds Peds 2 Clay Carney (503) 833-2740 3 Peds Peds 0 0 Bikes 7 21 5 69 33 Count Period: 3:00 PM to 6:00 PM 1,050 912 WB 0.95 2.7% EB 0.91 3.7% 0 Oregon Way NB 0.75 3.0% 33 SB 0.81 1.7% Intersection 0.96 3.1% 172 2,167 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 2 Clay Carney (503) 833-2740 0 Bikes 3 Peds Peds 0 0 Bikes ---PAGE BREAK--- Total Vehicle Summary S Evergreen Rd & Hooper St 6:00 AM to 9:00 AM 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Crosswalk Time L T Bikes T R Bikes L R Bikes Bikes Total North South East West 6:00 AM 0 2 0 0 1 0 4 0 0 0 7 0 0 0 0 6:05 AM 0 0 0 0 2 0 3 0 0 0 5 0 0 0 0 6:10 AM 0 1 0 0 1 0 4 0 0 0 6 0 0 0 0 6:15 AM 0 0 0 0 0 0 2 0 1 0 2 0 0 0 0 6:20 AM 0 0 0 0 1 0 3 0 0 0 4 0 0 0 0 6:25 AM 0 0 0 1 4 0 1 0 0 0 6 0 0 0 0 6:30 AM 0 0 0 0 0 1 3 0 0 0 3 0 0 0 0 6:35 AM 0 0 0 0 2 0 3 0 0 0 5 0 0 0 0 6:40 AM 0 1 0 0 2 0 3 0 0 0 6 0 0 0 0 6:45 AM 0 1 0 0 0 0 1 0 0 0 2 0 0 0 0 6:50 AM 0 1 0 1 0 0 7 0 0 0 9 0 0 0 0 6:55 AM 0 1 0 0 1 0 2 0 0 0 4 0 0 0 0 7:00 AM 0 0 0 0 3 0 3 0 0 0 6 0 0 0 0 7:05 AM 0 1 0 0 0 0 2 0 0 0 3 0 0 0 0 7:10 AM 0 0 0 0 0 0 2 0 0 0 2 1 0 0 0 7:15 AM 0 0 0 0 0 0 2 0 0 0 2 2 0 0 0 7:20 AM 0 0 0 0 1 0 3 0 0 0 4 0 0 0 0 7:25 AM 0 0 0 0 1 0 3 0 0 0 4 0 0 0 0 7:30 AM 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 7:35 AM 0 0 0 0 1 0 5 0 0 0 6 0 0 0 0 7:40 AM 0 0 0 0 2 0 4 0 0 0 6 1 0 0 0 7:45 AM 0 1 0 0 1 0 1 0 0 0 3 0 0 0 0 7:50 AM 0 1 0 1 2 0 6 0 0 0 10 0 0 0 0 7:55 AM 0 2 0 0 0 0 4 0 0 0 6 0 0 0 0 8:00 AM 0 1 0 0 0 0 2 0 0 0 3 0 0 0 0 8:05 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 1 0 0 0 0 2 0 0 0 3 0 0 0 0 8:15 AM 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 8:20 AM 0 1 0 0 1 0 2 0 0 0 4 0 0 0 0 8:25 AM 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 8:30 AM 0 1 0 0 0 0 3 0 0 0 4 0 0 0 0 8:35 AM 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 8:40 AM 0 1 0 0 1 0 1 0 0 0 3 0 0 0 0 8:45 AM 0 0 0 0 2 0 2 0 0 0 4 0 0 0 0 8:50 AM 0 0 0 0 2 0 3 1 0 0 6 0 0 0 0 8:55 AM 0 0 0 0 1 0 1 0 0 0 2 0 0 0 0 Total Survey 0 18 0 3 33 1 94 1 1 0 149 4 0 0 0 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 36 0 0 2 14 0 0 0 0 7 7 2 In Out 43 16 Out In 36 In 14 Out Out 0 In 0 0.58 PHF 0.0% HV 0.00 PHF 0.0% HV 0.82 PHF 0.0% HV 0.57 PHF 0.0% HV Peak Hour Summary 6:00 AM to 7:00 AM 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Crosswalk Time L T Bikes T R Bikes L R Bikes Bikes Total North South East West 6:00 AM 0 3 0 0 4 0 11 0 0 0 18 0 0 0 0 6:15 AM 0 0 0 1 5 0 6 0 1 0 12 0 0 0 0 6:30 AM 0 1 0 0 4 1 9 0 0 0 14 0 0 0 0 6:45 AM 0 3 0 1 1 0 10 0 0 0 15 0 0 0 0 7:00 AM 0 1 0 0 3 0 7 0 0 0 11 1 0 0 0 7:15 AM 0 0 0 0 2 0 8 0 0 0 10 2 0 0 0 7:30 AM 0 1 0 0 4 0 9 0 0 0 14 1 0 0 0 7:45 AM 0 4 0 1 3 0 11 0 0 0 19 0 0 0 0 8:00 AM 0 2 0 0 0 0 4 0 0 0 6 0 0 0 0 8:15 AM 0 1 0 0 1 0 7 0 0 0 9 0 0 0 0 8:30 AM 0 2 0 0 1 0 6 0 0 0 9 0 0 0 0 8:45 AM 0 0 0 0 5 0 6 1 0 0 12 0 0 0 0 Total Survey 0 18 0 3 33 1 94 1 1 0 149 4 0 0 0 Peak Hour Summary 6:00 AM to 7:00 AM Northbound Southbound Eastbound Westbound Pedestrians S Evergreen Rd S Evergreen Rd Hooper St Hooper St Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 7 2 9 0 16 43 59 1 36 14 50 1 0 0 0 0 59 0 0 0 0 %HV 0.0% 0.0% 0.0% 0.0% 0.0% PHF 0.58 0.57 0.82 0.00 0.82 Northbound Southbound Eastbound Westbound S Evergreen Rd S Evergreen Rd Hooper St Hooper St Total L T T R L R Volume 0 7 2 14 36 0 59 %HV 0.0% 0.0% NA NA 0.0% 0.0% 0.0% NA 0.0% NA NA NA 0.0% PHF 0.00 0.58 0.50 0.58 0.82 0.00 0.82 Rolling Hour Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Crosswalk Time L T Bikes T R Bikes L R Bikes Bikes Total North South East West 6:00 AM 0 7 0 2 14 1 36 0 1 0 59 0 0 0 0 6:15 AM 0 5 0 2 13 1 32 0 1 0 52 1 0 0 0 6:30 AM 0 5 0 1 10 1 34 0 0 0 50 3 0 0 0 6:45 AM 0 5 0 1 10 0 34 0 0 0 50 4 0 0 0 7:00 AM 0 6 0 1 12 0 35 0 0 0 54 4 0 0 0 7:15 AM 0 7 0 1 9 0 32 0 0 0 49 3 0 0 0 7:30 AM 0 8 0 1 8 0 31 0 0 0 48 1 0 0 0 7:45 AM 0 9 0 1 5 0 28 0 0 0 43 0 0 0 0 8:00 AM 0 5 0 0 7 0 23 1 0 0 36 0 0 0 0 0.0% 0.0% By Movement By Approach Total Total Total Total 7 0.58 0.00 0 0.82 36 0.57 16 0.0% 0.0% ---PAGE BREAK--- Heavy Vehicle Summary S Evergreen Rd & Hooper St 6:00 AM to 9:00 AM Heavy Vehicle 5-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Time L T Total T R Total L R Total Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 6:05 AM 0 0 0 0 0 0 0 0 0 0 0 6:10 AM 0 0 0 0 0 0 0 0 0 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 6:20 AM 0 0 0 0 0 0 0 0 0 0 0 6:25 AM 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 6:35 AM 0 0 0 0 0 0 0 0 0 0 0 6:40 AM 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 6:50 AM 0 0 0 0 0 0 0 0 0 0 0 6:55 AM 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 1 0 1 0 1 7:05 AM 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 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 7:20 AM 0 0 0 0 0 0 1 0 1 0 1 7:25 AM 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 7:35 AM 0 0 0 0 0 0 0 0 0 0 0 7:40 AM 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 7:50 AM 0 0 0 0 0 0 0 0 0 0 0 7:55 AM 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 8:05 AM 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 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 8:20 AM 0 0 0 0 0 0 0 0 0 0 0 8:25 AM 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 8:35 AM 0 0 0 0 0 0 0 0 0 0 0 8:40 AM 0 1 1 0 1 1 0 0 0 0 2 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 8:50 AM 0 0 0 0 0 0 0 0 0 0 0 8:55 AM 0 0 0 0 0 0 0 0 0 0 0 Total Survey 0 1 1 0 1 1 2 0 2 0 4 Tuesday, July 23, 2019 0 0 0 0 0 0 0 0 In Out 0 0 Out In 0 In 0 Out Peak Hour Summary 6:00 AM to 7:00 AM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 6:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Time L T Total T R Total L R Total Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 1 0 1 0 1 7:15 AM 0 0 0 0 0 0 1 0 1 0 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 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 8:30 AM 0 1 1 0 1 1 0 0 0 0 2 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 Total Survey 0 1 1 0 1 1 2 0 2 0 4 Heavy Vehicle Peak Hour Summary 6:00 AM to 7:00 AM Northbound Southbound Eastbound Westbound S Evergreen Rd S Evergreen Rd Hooper St Hooper St In Out Total In Out Total In Out Total In Out Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.00 0.00 0.00 0.00 0.00 Northbound Southbound Eastbound Westbound S Evergreen Rd S Evergreen Rd Hooper St Hooper St L T Total T R Total L R Total Total Volume 0 0 0 0 0 0 0 0 0 0 0 PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Heavy Vehicle Rolling Hour Summary 6:00 AM to 9:00 AM Interval Start Interval Time L T Total T R Total L R Total Total Total 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 6:15 AM 0 0 0 0 0 0 1 0 1 0 1 6:30 AM 0 0 0 0 0 0 2 0 2 0 2 6:45 AM 0 0 0 0 0 0 2 0 2 0 2 7:00 AM 0 0 0 0 0 0 2 0 2 0 2 7:15 AM 0 0 0 0 0 0 1 0 1 0 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 1 0 1 1 0 0 0 0 2 8:00 AM 0 1 1 0 1 1 0 0 0 0 2 Hooper St Westbound By Approach S Evergreen Rd S Evergreen Rd Hooper St Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 6:00 AM to 7:00 AM Tuesday, July 23, 2019 16 43 14 2 0 14 0 36 0 36 0 0  0 7 0 0 S Evergreen Rd & Hooper St S Evergreen Rd Hooper St 0 Bikes 1 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 0 Peds Peds 0 1 Bikes 0 7 2 7 Count Period: 6:00 AM to 9:00 AM 36 0 WB 0.00 0.0% EB 0.82 0.0% 0 S Evergreen Rd NB 0.58 0.0% 7 SB 0.57 0.0% Intersection 0.82 0.0% 16 59 Approach HV% PHF Volume 0 0 Bikes 1 Bikes 0 Peds Peds 0 Clay Carney (503) 833-2740 0 Bikes 0 Peds Peds 0 1 Bikes ---PAGE BREAK--- Total Vehicle Summary S Evergreen Rd & Hooper St 3:00 PM to 6:00 PM 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Crosswalk Time L T Bikes T R Bikes L R Bikes Bikes Total North South East West 3:00 PM 0 3 0 1 2 0 3 0 0 0 9 0 0 0 2 3:05 PM 0 0 0 2 1 0 0 0 0 0 3 0 0 0 0 3:10 PM 0 1 0 1 1 0 0 0 0 0 3 0 0 0 0 3:15 PM 0 0 0 1 2 0 1 0 0 0 4 0 0 0 0 3:20 PM 0 1 0 0 2 0 0 0 0 0 3 0 0 0 0 3:25 PM 0 0 0 2 2 1 3 0 0 0 7 0 0 0 2 3:30 PM 0 0 0 0 6 0 4 0 0 0 10 0 0 0 0 3:35 PM 1 1 0 1 3 1 1 0 0 0 7 0 0 0 0 3:40 PM 0 2 0 1 3 0 0 0 0 0 6 0 0 0 0 3:45 PM 0 0 0 0 4 0 3 0 0 0 7 0 0 0 0 3:50 PM 0 0 0 1 1 0 1 0 0 0 3 0 0 0 0 3:55 PM 0 0 0 0 2 0 1 0 0 0 3 0 0 0 0 4:00 PM 0 0 0 0 5 0 5 0 0 0 10 0 0 0 0 4:05 PM 0 0 0 1 6 0 4 0 0 0 11 0 0 0 0 4:10 PM 0 1 0 1 4 0 3 0 0 0 9 0 0 0 2 4:15 PM 0 1 0 2 2 0 2 0 0 0 7 0 0 0 0 4:20 PM 0 0 0 1 4 0 3 0 0 0 8 0 0 0 0 4:25 PM 0 0 0 0 4 0 4 0 0 0 8 0 0 0 0 4:30 PM 0 0 0 0 3 0 1 0 0 0 4 0 0 0 0 4:35 PM 0 0 0 0 2 0 2 0 0 0 4 0 0 0 0 4:40 PM 0 0 0 0 8 0 2 0 0 0 10 0 0 0 0 4:45 PM 0 1 0 1 4 0 5 0 0 0 11 0 0 0 5 4:50 PM 0 0 0 0 2 0 2 0 0 0 4 0 0 0 0 4:55 PM 0 0 0 2 5 0 5 0 0 0 12 0 0 0 0 5:00 PM 0 0 0 1 6 0 2 0 0 0 9 0 0 0 0 5:05 PM 0 0 0 1 2 0 5 1 0 0 9 0 0 0 0 5:10 PM 0 1 0 0 5 0 5 0 0 0 11 0 0 0 0 5:15 PM 0 0 0 0 1 0 3 0 0 0 4 0 0 0 0 5:20 PM 0 0 0 1 0 0 5 0 0 0 6 0 0 0 0 5:25 PM 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 5:30 PM 0 2 0 0 3 0 6 0 0 0 11 0 0 0 0 5:35 PM 0 1 0 0 4 0 2 0 0 0 7 0 0 0 0 5:40 PM 0 0 0 1 3 0 4 1 0 0 9 0 0 0 0 5:45 PM 0 2 0 0 1 0 1 0 0 0 4 0 0 0 2 5:50 PM 0 2 0 1 9 0 2 0 0 0 14 0 0 0 0 5:55 PM 0 1 0 1 3 0 2 0 0 0 7 2 0 0 2 Total Survey 1 20 0 24 117 2 92 2 0 0 256 2 0 0 15 Tuesday, July 23, 2019 Clay Carney (503) 833-2740 38 0 0 8 49 0 0 7 0 3 3 8 In Out 41 57 Out In 38 In 49 Out Out 0 In 0 0.38 PHF 33.3% HV 0.00 PHF 0.0% HV 0.79 PHF 5.3% HV 0.84 PHF 3.5% HV Peak Hour Summary 4:00 PM to 5:00 PM 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Crosswalk Time L T Bikes T R Bikes L R Bikes Bikes Total North South East West 3:00 PM 0 4 0 4 4 0 3 0 0 0 15 0 0 0 2 3:15 PM 0 1 0 3 6 1 4 0 0 0 14 0 0 0 2 3:30 PM 1 3 0 2 12 1 5 0 0 0 23 0 0 0 0 3:45 PM 0 0 0 1 7 0 5 0 0 0 13 0 0 0 0 4:00 PM 0 1 0 2 15 0 12 0 0 0 30 0 0 0 2 4:15 PM 0 1 0 3 10 0 9 0 0 0 23 0 0 0 0 4:30 PM 0 0 0 0 13 0 5 0 0 0 18 0 0 0 0 4:45 PM 0 1 0 3 11 0 12 0 0 0 27 0 0 0 5 5:00 PM 0 1 0 2 13 0 12 1 0 0 29 0 0 0 0 5:15 PM 0 0 0 1 3 0 8 0 0 0 12 0 0 0 0 5:30 PM 0 3 0 1 10 0 12 1 0 0 27 0 0 0 0 5:45 PM 0 5 0 2 13 0 5 0 0 0 25 2 0 0 4 Total Survey 1 20 0 24 117 2 92 2 0 0 256 2 0 0 15 Peak Hour Summary 4:00 PM to 5:00 PM Northbound Southbound Eastbound Westbound Pedestrians S Evergreen Rd S Evergreen Rd Hooper St Hooper St Total Crosswalk In Out Total Bikes In Out Total Bikes In Out Total Bikes In Out Total Bikes North South East West Volume 3 8 11 0 57 41 98 0 38 49 87 0 0 0 0 0 98 0 0 0 7 %HV 33.3% 3.5% 5.3% 0.0% 5.1% PHF 0.38 0.84 0.79 0.00 0.82 Northbound Southbound Eastbound Westbound S Evergreen Rd S Evergreen Rd Hooper St Hooper St Total L T T R L R Volume 0 3 8 49 38 0 98 %HV 0.0% 33.3% NA NA 12.5% 2.0% 5.3% NA 0.0% NA NA NA 5.1% PHF 0.00 0.38 0.50 0.82 0.79 0.00 0.82 Rolling Hour Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Crosswalk Time L T Bikes T R Bikes L R Bikes Bikes Total North South East West 3:00 PM 1 8 0 10 29 2 17 0 0 0 65 0 0 0 4 3:15 PM 1 5 0 8 40 2 26 0 0 0 80 0 0 0 4 3:30 PM 1 5 0 8 44 1 31 0 0 0 89 0 0 0 2 3:45 PM 0 2 0 6 45 0 31 0 0 0 84 0 0 0 2 4:00 PM 0 3 0 8 49 0 38 0 0 0 98 0 0 0 7 4:15 PM 0 3 0 8 47 0 38 1 0 0 97 0 0 0 5 4:30 PM 0 2 0 6 40 0 37 1 0 0 86 0 0 0 5 4:45 PM 0 5 0 7 37 0 44 2 0 0 95 0 0 0 5 5:00 PM 0 9 0 6 39 0 37 2 0 0 93 2 0 0 4 3.5% 33.3% By Movement By Approach Total Total Total Total 3 0.38 0.00 0 0.79 38 0.84 57 0.0% 5.3% ---PAGE BREAK--- Heavy Vehicle Summary S Evergreen Rd & Hooper St 3:00 PM to 6:00 PM Heavy Vehicle 5-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Time L T Total T R Total L R Total Total Total 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 3:05 PM 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 3:15 PM 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 3:25 PM 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 3:35 PM 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 3:45 PM 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 3:55 PM 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 1 1 0 0 0 0 1 4:05 PM 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 4:15 PM 0 1 1 0 0 0 0 0 0 0 1 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 1 0 1 0 1 4:30 PM 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 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 1 0 1 0 0 0 0 1 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 1 0 1 0 1 5:00 PM 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 5:10 PM 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 5:20 PM 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 5:30 PM 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 5:40 PM 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 5:50 PM 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 Total Survey 0 1 1 1 1 2 2 0 2 0 5 Tuesday, July 23, 2019 2 0 0 1 1 1 1 1 In Out 3 2 Out In 2 In 1 Out Peak Hour Summary 4:00 PM to 5:00 PM Clay Carney (503) 833-2740 Heavy Vehicle 15-Minute Interval Summary 3:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start S Evergreen Rd S Evergreen Rd Hooper St Hooper St Interval Time L T Total T R Total L R Total Total Total 3:00 PM 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 3:30 PM 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 4:00 PM 0 0 0 0 1 1 0 0 0 0 1 4:15 PM 0 1 1 0 0 0 1 0 1 0 2 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 1 0 1 1 0 1 0 2 5:00 PM 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 5:30 PM 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 Total Survey 0 1 1 1 1 2 2 0 2 0 5 Heavy Vehicle Peak Hour Summary 4:00 PM to 5:00 PM Northbound Southbound Eastbound Westbound S Evergreen Rd S Evergreen Rd Hooper St Hooper St In Out Total In Out Total In Out Total In Out Total Volume 1 1 2 2 3 5 2 1 3 0 0 0 5 PHF 0.25 0.50 0.50 0.00 0.63 Northbound Southbound Eastbound Westbound S Evergreen Rd S Evergreen Rd Hooper St Hooper St L T Total T R Total L R Total Total Volume 0 1 1 1 1 2 2 0 2 0 5 PHF 0.00 0.25 0.25 0.25 0.25 0.50 0.50 0.00 0.50 0.00 0.63 Heavy Vehicle Rolling Hour Summary 3:00 PM to 6:00 PM Interval Start Interval Time L T Total T R Total L R Total Total Total 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 1 1 0 0 0 0 1 3:30 PM 0 1 1 0 1 1 1 0 1 0 3 3:45 PM 0 1 1 0 1 1 1 0 1 0 3 4:00 PM 0 1 1 1 1 2 2 0 2 0 5 4:15 PM 0 1 1 1 0 1 2 0 2 0 4 4:30 PM 0 0 0 1 0 1 1 0 1 0 2 4:45 PM 0 0 0 1 0 1 1 0 1 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 Hooper St Westbound By Approach S Evergreen Rd S Evergreen Rd Hooper St Northbound Southbound Eastbound Total By Movement Total ---PAGE BREAK--- Peak Hour Summary 4:00 PM to 5:00 PM Tuesday, July 23, 2019 57 41 49 8 0 49 0 38 0 38 0 0  0 3 0 0 S Evergreen Rd & Hooper St S Evergreen Rd Hooper St 0 Bikes 0 Bikes 0 Peds Peds 7 Clay Carney (503) 833-2740 0 Peds Peds 0 0 Bikes 0 3 8 3 Count Period: 3:00 PM to 6:00 PM 38 0 WB 0.00 0.0% EB 0.79 5.3% 0 S Evergreen Rd NB 0.38 33.3% 3 SB 0.84 3.5% Intersection 0.82 5.1% 57 98 Approach HV% PHF Volume 0 0 Bikes 0 Bikes 0 Peds Peds 7 Clay Carney (503) 833-2740 0 Bikes 0 Peds Peds 0 0 Bikes ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00294 N N N 01/28/2014 17 EVERGREEN RD INTER 3-LEG N N RAIN S-1STOP 01 NONE 0 07 NONE TU 0 HAYES ST E STOP SIGN N WET REAR PRVTE E -W 000 00 N 7P 06 0 N DLIT PDO CAR 01 DRVR NONE 40 F OR-Y 026 000 07 N 45 8 50.611668 -122 52 32.7114119 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 18 F OR-Y 000 000 00 OR<25 01321 N N N 04/16/2014 17 EVERGREEN RD INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 03 NO RPT WE 0 HAYES ST CN STOP SIGN N DRY ANGL PRVTE S -N 000 00 N 9P 04 0 N DLIT INJ CAR 01 DRVR NONE 00 Unk UNK 021 000 03 N 45 8 50.611668 -122 52 32.7114119 UNK 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJB 43 F OR-Y 000 000 00 OR<25 03372 N N N N N 08/19/2017 17 EVERGREEN RD INTER CROSS N N CLR ANGL-OTH 01 NONE 0 083 03 CITY SA 0 HAYES ST CN STOP SIGN N DRY ANGL PRVTE W -E 000 00 N 8P 04 0 N DUSK INJ CAR 01 DRVR NONE 46 M OR-Y 000 000 00 N 45 8 50.61 -122 52 32.71 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 41 F 000 000 00 02 NONE 1 PRVTE S -N 000 00 SEMI TOW 01 DRVR NONE 32 M OTH-Y 021 000 083 03 N-RES Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HAYES ST, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 3 of 3 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02454 N N N 06/30/2015 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE TU HILLSBORO-SILV HY UN TRF SIGNAL N DRY REAR PRVTE UN-UN 000 00 N 10A 06 0 N DAY PDO CAR 01 DRVR NONE 46 M OR-Y 026 000 29 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 0 STOP PRVTE UN-UN 011 00 CAR 01 DRVR NONE 00 M UNK 000 000 00 OR<25 04185 N N N 11/26/2013 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE TU HILLSBORO-SILV HY E TRF SIGNAL N DRY REAR PRVTE E -W 000 00 N 2P 06 0 N DAY INJ CAR 01 DRVR NONE 20 F OR-Y 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJA 51 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG INJC 73 M 000 000 00 04428 N N N N N 12/09/2013 14 EVERGREEN RD INTER CROSS N N CLR PED 01 NONE 0 TURN-L 02 CITY MO HILLSBORO-SILV HY E TRF SIGNAL N DRY PED PRVTE N -E 000 00 N 3P 05 0 N DAY INJ CAR 01 DRVR NONE 59 F OR-Y 029 000 02 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 - 01 PED INJA 28 M I XWLK 000 035 00 N S 04540 N N N N N 12/16/2014 14 EVERGREEN RD INTER CROSS N N CLD S-1STOP 01 NONE 0 116 27,07 CITY TU HILLSBORO-SILV HY E TRF SIGNAL N DRY REAR PRVTE E -W 000 00 N 10P 06 0 N DARK PDO CAR 01 DRVR NONE 26 M OR-Y 016,026 038 116 27,07 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 54 M OR-Y 000 000 00 OR<25 03633 N N N N N 09/04/2017 14 EVERGREEN RD INTER CROSS N N CLR ANGL-OTH 01 NONE 9 02 CITY MO HILLSBORO-SILV HY E TRF SIGNAL N DRY TURN N/A W -E 000 00 N 12P 04 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 4 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 9 TURN-R N/A S -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03038 N N N Y 08/10/2015 17 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 27,29 CITY MO 0 HILLSBORO-SILV HY SE R-GRN-SIG N DRY REAR PRVTE SW-NE 000 00 N 12P 09 3 N DAY PDO CAR 01 DRVR NONE 44 M OR-Y 016,026 038 27,29 N 45 9 3.51 -122 52 32.55 OR>25 02 NONE 0 STOP PRVTE SW-NE 011 00 CAR 01 DRVR NONE 78 M OR-Y 000 000 00 OR<25 03681 N N N 08/26/2016 17 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 27,29 CITY FR 0 HILLSBORO-SILV HY SE STOP SIGN N DRY REAR PRVTE SW-NE 000 00 N 8A 09 3 N DAY INJ CAR 01 DRVR NONE 29 F OR-Y 016,026 038 27,29 N 45 9 3.52 -122 52 32.54 OR<25 02 NONE 0 STOP PRVTE SW-NE 011 00 CAR 01 DRVR INJC 43 F OR-Y 000 000 00 OR<25 00703 N N N N N 02/24/2017 17 EVERGREEN RD INTER CROSS N N CLD S-1STOP 01 NONE 9 29 CITY FR 0 HILLSBORO-SILV HY SE YIELD N WET REAR N/A SW-NE 000 00 N 2P 09 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 UNK 02 NONE 9 STOP N/A SW-NE 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03027 N N N 08/09/2015 17 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE SU 0 HILLSBORO-SILV HY S TRF SIGNAL N DRY REAR PRVTE S -N 000 00 N 2P 06 0 N DAY PDO CAR 01 DRVR NONE 20 M OR-Y 026 000 29 N 45 9 3.51 -122 52 32.55 OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR NONE 61 F OR-Y 000 000 00 OR<25 02402 N N N 02/20/2016 17 EVERGREEN RD INTER CROSS N N UNK S-1STOP 01 NONE 9 29 NO RPT SA 0 HILLSBORO-SILV HY S TRF SIGNAL N UNK REAR N/A S -N 000 00 N 7P 06 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 5 - 9 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 9 STOP N/A S -N 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02695 N N N 08/10/2013 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 013 07 NONE SA HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 7A 06 0 N DAY PDO CAR 01 DRVR NONE 00 F UNK 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 36 M OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 022 00 CAR 01 DRVR NONE 27 M OR-Y 000 000 00 OR<25 02823 N N N 08/21/2013 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE WE HILLSBORO-SILV HY W UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5P 06 0 N DAY INJ CAR 01 DRVR NONE 23 F OR-Y 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 69 F OR-Y 000 000 00 OR<25 00430 N N N 02/07/2014 14 EVERGREEN RD INTER 3-LEG N N SNOW S-1STOP 01 NONE 0 07 NONE FR HILLSBORO-SILV HY W TRF SIGNAL N SNO REAR PRVTE W -E 000 00 N 1P 06 0 N DAY INJ CAR 01 DRVR NONE 48 F OR-Y 026 000 07 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 38 M OR-Y 000 000 00 OR<25 02287 N N N 07/10/2014 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE TH HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 8A 06 0 N DAY PDO CAR 01 DRVR NONE 00 F OTH-Y 026 000 07 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 012 00 CAR 01 DRVR NONE 43 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 5 CITY OF WOODBURN, MARION COUNTY 10 - 14 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02960 N N N 08/05/2015 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE WE HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 5P 06 0 N DAY PDO CAR 01 DRVR NONE 00 F OR-Y 026 000 29 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 61 F OR-Y 000 000 00 OR<25 01019 N N N 03/11/2016 14 EVERGREEN RD INTER CROSS N N CLR S-1STOP 01 NONE 0 27,29 NO RPT FR HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 5A 06 3 N DLIT INJ CAR 01 DRVR NONE 27 M OR-Y 016,026 038 27,29 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 43 M OR-Y 000 000 00 OR<25 00105 N N N 01/05/2013 14 EVERGREEN RD INTER 3-LEG N N CLR S-1STOP 01 NONE 0 TURN-L 004 07 NONE SA HILLSBORO-SILV HY CN TRF SIGNAL N DRY REAR PRVTE S -W 000 00 N 7P 04 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 UNK 02 NONE 0 STOP PRVTE S -W 013 004 00 CAR 01 DRVR NONE 25 M OR-Y 000 000 00 OR<25 00633 N N N N N 02/28/2013 14 EVERGREEN RD INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY TH HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 8P 03 0 N DLIT INJ CAR 01 DRVR INJC 41 F OR-Y 000 000 00 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 62 M OTH-Y 004,028 000 02 N-RES 00511 N N N Y 02/13/2014 14 EVERGREEN RD INTER 3-LEG N N CLD O-1 L-TURN 01 NONE 0 04 CITY TH HILLSBORO-SILV HY CN L-GRN-SIG N WET TURN PRVTE W -E 000 00 N 6P 03 0 N DLIT INJ CAR 01 DRVR NONE 43 M NONE 000 000 00 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 33 M 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 7 CITY OF WOODBURN, MARION COUNTY 15 - 18 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 33 M OR-Y 020 000 04 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG NO<5 04 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG NO<5 01 M 000 000 00 02511 N N N 07/28/2014 14 EVERGREEN RD INTER CROSS N N CLR ANGL-OTH 01 NONE 0 TURN-R 02 CITY MO HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE S -E 000 00 N 11A 04 0 N DAY PDO CAR 01 DRVR NONE 75 F OR-Y 028 000 02 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 52 M OR-Y 000 000 00 OR<25 03889 N N N Y 11/01/2014 14 EVERGREEN RD INTER 3-LEG N N CLD 01 NONE 0 07 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 3P 03 0 N DAY PDO CAR 01 DRVR NONE 19 M OR-Y 042 000 07 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 65 F OR-Y 000 000 00 OR<25 01776 N N N 05/16/2015 14 EVERGREEN RD INTER CROSS N N CLR ANGL-OTH 01 NONE 0 04 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N DRY ANGL PRVTE S -N 000 00 N 9A 02 0 N DAY INJ CAR 01 DRVR INJC 42 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 83 M OR-Y 020 000 04 OR<25 02012 N N N Y 06/05/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY FR HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 12P 02 0 N DAY INJ CAR 01 DRVR NONE 43 M OTH-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 N-RES Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 9 CITY OF WOODBURN, MARION COUNTY 19 - 22 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 83 F OR-Y 028,004 000 02 OR<25 02576 N N N N N 07/08/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 11A 03 0 N DAY INJ CAR 01 DRVR NONE 24 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJB 41 F OR-Y 028,004 000 02 OR<25 02934 N N N N N 08/04/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 11P 02 0 N DLIT INJ CAR 01 DRVR INJC 60 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 30 M OR-Y 028,004 000 02 OR<25 03313 N N N N N 09/01/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 087 02 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 087 00 N 4P 02 0 N DAY INJ CAR 01 DRVR NONE 51 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 087 00 CAR 01 DRVR INJB 84 F OR-Y 028,004 000 02 OR<25 03582 N N N Y 09/19/2015 14 EVERGREEN RD INTER CROSS N N CLR NON-COLL 01 NONE 0 092,001 26 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N DRY NCOL PRVTE W -E 007 092 26 N 11A 03 0 N DAY INJ 01 DRVR INJB 58 M OR-Y 000 000 26 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 03695 N N N Y 09/26/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 6P 03 0 N DAY INJ CAR 01 DRVR INJB 31 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJB 30 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 11 CITY OF WOODBURN, MARION COUNTY 23 - 27 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG INJB 02 F 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 04 PSNG INJB 03 M 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 05 PSNG NO<5 01 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 58 M OR-Y 000 000 00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 54 F 028 000 02 04378 N N N 11/07/2015 14 EVERGREEN RD INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 6P 03 0 N DLIT INJ CAR 01 DRVR NONE 34 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 26 M 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG INJC 16 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 29 F OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJC 05 M 000 000 00 05001 N N N 12/13/2015 14 EVERGREEN RD INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 TURN-L 02 CITY SU HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE E -S 000 00 N 4P 03 0 N DAY INJ CAR 01 DRVR INJA 59 F OR-Y 028,004 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 27 M NONE 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 13 CITY OF WOODBURN, MARION COUNTY 28 - 30 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04534 N N N 11/17/2015 14 EVERGREEN RD INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 11A 03 0 N DAY INJ CAR 01 DRVR INJC 45 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 60 F OR-Y 004,028 000 02 OR<25 03023 N N N 08/09/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY SU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 11P 03 0 N DLIT PDO CAR 01 DRVR NONE 58 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 32 F OR-Y 028,004 000 02 OR<25 04302 N N N Y 11/04/2015 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 U-TURN 02 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -W 000 00 N 3P 02 0 N DAY PDO CAR 01 DRVR NONE 20 M OR-Y 028 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 74 M OR-Y 000 000 00 OR<25 04387 N N N 11/07/2015 14 EVERGREEN RD INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 3P 03 0 N DAY PDO CAR 01 DRVR NONE 62 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 20 F OR-Y 028,004 000 02 OR<25 01283 N N N N N 03/28/2016 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 U-TURN 02 CITY MO HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -W 000 00 N 10P 02 3 N DLIT INJ CAR 01 DRVR INJC 22 F OR-Y 028 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 28 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 15 CITY OF WOODBURN, MARION COUNTY 31 - 35 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01323 N N N 03/30/2016 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 U-TURN 082 02 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -W 000 00 N 6P 02 3 N DUSK INJ CAR 01 DRVR INJC 65 M OR-Y 028,004 000 082 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 24 M OR-Y 000 000 00 OR<25 02837 N N N N N 07/07/2016 14 EVERGREEN RD INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY TH HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE E -W 000 00 N 1P 02 0 N DAY INJ CAR 01 DRVR NONE 40 F SUSP 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 18 F 000 000 00 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR NONE 32 M OR-Y 028,004 000 02 OR>25 02930 N N N Y 07/14/2016 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 013 02 CITY TH HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 12P 03 0 N DAY INJ CAR 01 DRVR INJB 34 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 013 00 CAR 01 DRVR INJB 24 M OR-Y 028,004 000 02 OR<25 03 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 24 M OTH-Y 000 000 00 N-RES 05078 N N N N N 11/16/2016 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 12P 03 0 N DAY INJ CAR 01 DRVR INJB 61 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJB 16 F OR-Y 028,004 000 02 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 17 CITY OF WOODBURN, MARION COUNTY 36 - 38 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 11 F 000 000 00 00305 N N N 01/22/2016 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 CITY FR HILLSBORO-SILV HY CN N DRY TURN N/A E -W 000 00 N 3P 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-L N/A W -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04720 N N N N N 10/26/2016 14 EVERGREEN RD INTER CROSS N N RAIN ANGL-OTH 01 NONE 9 04 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N WET ANGL N/A E -W 000 00 N 7P 02 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A S -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 05006 N N N N N 11/11/2016 14 EVERGREEN RD INTER CROSS N N RAIN O-1 L-TURN 01 NONE 9 TURN-L 02 CITY FR HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN N/A E -S 000 00 N 10P 03 3 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00034 N N N N N 01/03/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 10P 02 3 N DLIT INJ CAR 01 DRVR INJC 43 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 36 F OR-Y 028,004 000 02 OR<25 00385 N N N 01/31/2017 14 EVERGREEN RD INTER CROSS N N CLR ANGL-OTH 01 NONE 0 013 04 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N DRY ANGL PRVTE W -E 000 00 N 2P 03 3 N DAY INJ CAR 01 DRVR INJC 23 F OR-Y 020 000 04 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 19 CITY OF WOODBURN, MARION COUNTY 39 - 43 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG NO<5 02 F 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG NO<5 01 F 000 000 00 02 NONE 0 PRVTE N -S 000 013 00 CAR 01 DRVR NONE 39 M OR-Y 000 022 00 OR<25 02 NONE 0 PRVTE N -S 000 013 00 CAR 02 PSNG INJC 20 M 000 000 00 02 NONE 0 PRVTE N -S 000 013 00 CAR 03 PSNG INJC 39 F 000 000 00 03 NONE 0 STOP PRVTE S -N 012 013 00 CAR 01 DRVR NONE 60 F OR-Y 000 022 00 OR<25 04 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 36 F OR-Y 000 000 00 OR<25 04 NONE 0 STOP PRVTE S -N 012 00 CAR 02 PSNG INJC 15 M 000 000 00 02923 N N N N N 07/20/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 04 CITY TH HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P 03 3 N DAY INJ CAR 01 DRVR INJC 25 F OTH-Y 020 000 04 N 45 9 3.52 -122 52 32.54 014000100S00 N-RES 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 22 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 73 M OTH-Y 000 000 00 N-RES 03299 N N N N N 08/15/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 04 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 3P 03 3 N DAY INJ CAR 01 DRVR NONE 17 M OR-Y 097 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 21 CITY OF WOODBURN, MARION COUNTY 44 - 45 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 51 M OR-Y 097 000 00 OR<25 03425 N N N 08/22/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY TU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 6A 03 3 N DAWN INJ CAR 01 DRVR INJC 53 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 46 M OR-Y 028,004 000 02 OR<25 03973 N N N 09/23/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 1P 03 3 N DAY INJ CAR 01 DRVR NONE 27 F OR-Y 028,004 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG NO<5 01 F 000 000 00 01 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG NO<5 03 F 000 000 00 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 52 F OTH-Y 000 000 00 N-RES 02 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJB 12 F 000 000 00 05357 N N N N N 12/10/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 04 CITY SU HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 6A 03 3 N DAWN INJ CAR 01 DRVR NONE 37 F OR-Y 020 000 04 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 17 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 23 CITY OF WOODBURN, MARION COUNTY 46 - 49 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01864 N N N N N 05/13/2017 14 EVERGREEN RD INTER CROSS N N CLD O-1 L-TURN 01 NONE 9 02 CITY SA HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN N/A W -E 000 00 N 7P 03 3 N DUSK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-L N/A E -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01895 N N N N N 05/15/2017 14 EVERGREEN RD INTER CROSS N N CLD O-1 L-TURN 01 NONE 9 U-TURN 02 CITY MO HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A W -W 000 00 N 10A 02 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03737 N N N N N 09/10/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 CITY SU HILLSBORO-SILV HY CN N DRY TURN N/A E -W 000 00 N 7P 02 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-L N/A W -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 05408 N N N N N 12/13/2017 14 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 TURN-L 087 02 CITY WE HILLSBORO-SILV HY CN N DRY TURN N/A E -S 000 00 N 12P 03 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at HILLSBORO-SILV HY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 25 CITY OF WOODBURN, MARION COUNTY 50 - 53 of 53 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 05447 N N N 12/15/2017 17 EVERGREEN RD INTER 3-LEG N N CLR PED 01 NONE 0 TURN-L 02 CITY FR 0 STACY ALLISON WAY N TRF SIGNAL N DRY PED PRVTE W -N 000 00 N 1P 05 0 N DAY INJ CAR 01 DRVR NONE 65 M OR-Y 029 000 02 N 45 8 56.05 -122 52 32.61 OR<25 - 01 PED INJC 69 M I XWLK 000 000 00 UN UN 05092 N N N N N 12/19/2015 17 EVERGREEN RD INTER 3-LEG N N CLD S-1STOP 01 NONE 0 013 32,29 CITY SA 0 STACY ALLISON WAY W STOP SIGN N DRY REAR PRVTE W -E 000 00 N 3P 06 0 N DAY INJ CAR 01 DRVR NONE 40 F SUSP 052,026 000 32,29 N 45 8 56.05 -122 52 32.61 OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 33 F OR-Y 000 022 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 67 F OR-Y 000 022 00 OR<25 04 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 51 F OR-Y 000 000 00 OR<25 00915 N N N 03/24/2013 17 EVERGREEN RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 32,02 CITY SU 0 STACY ALLISON WAY CN UNKNOWN N DRY TURN PRVTE N -S 000 00 N 2P 01 0 N DAY INJ CAR 01 DRVR INJC 25 F OR-Y 000 000 00 N 45 8 56.1065279 -122 52 32.522628 OR>25 02 NONE 0 TURN-L PRVTE S -W 000 00 CAR 01 DRVR NONE 17 M NONE 052,004,028 000 32,02 OR<25 04259 N N N 12/02/2013 17 EVERGREEN RD INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 TURN-L 02 NONE MO 0 STACY ALLISON WAY CN STOP SIGN N DRY TURN PRVTE E -S 018 00 N 3P 01 0 Y DAY PDO CAR 01 DRVR NONE 00 F OR-Y 028 000 02 N 45 8 56.1065279 -122 52 32.522628 OR<25 02 NONE 0 TURN-L PRVTE N -E 019 00 CAR 01 DRVR NONE 39 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at STACY ALLISON WAY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 4 of 8 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04583 N N N 12/19/2014 17 EVERGREEN RD INTER 3-LEG N N UNK ANGL-OTH 01 UNKN 0 TURN-L 02 NONE FR 0 STACY ALLISON WAY CN STOP SIGN N UNK TURN UNKN W -N 000 00 N 12A 03 0 N DLIT PDO UNKNOWN 01 DRVR NONE 00 Unk UNK 028 000 02 N 45 8 56.05 -122 52 32.61 UNK 02 NONE 0 PRVTE N -S 000 00 CAR 01 DRVR NONE 46 M OR-Y 000 000 00 OR<25 04708 N N N 12/29/2014 17 EVERGREEN RD INTER 3-LEG N N CLR S-1TURN 01 NONE 1 TURN-R 06 CITY MO 0 STACY ALLISON WAY CN STOP SIGN N DRY TURN PRVTE N -W 000 00 N 2P 01 0 N DAY PDO SEMI TOW 01 DRVR NONE 59 F OTH-Y 034,031 000 06 N 45 8 56.05 -122 52 32.61 N-RES 02 NONE 0 PRVTE N -S 000 00 CAR 01 DRVR NONE 70 F OR-Y 000 000 00 OR<25 05205 N N N 12/24/2015 17 EVERGREEN RD INTER 3-LEG N N RAIN ANGL-OTH 01 NONE 0 TURN-L 02 NONE TH 0 STACY ALLISON WAY CN STOP SIGN N WET TURN PRVTE W -N 000 00 N 11A 03 0 N DAY PDO CAR 01 DRVR NONE 21 F OR-Y 028 000 02 N 45 8 56.05 -122 52 32.61 OR<25 02 NONE 0 PRVTE N -S 000 00 CAR 01 DRVR NONE 72 M OR-Y 000 000 00 OR<25 00547 N N N N N 02/07/2016 17 EVERGREEN RD INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 02 CITY SU 0 STACY ALLISON WAY CN STOP SIGN N DRY TURN N/A W -N 000 00 N 5P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 56.05 -122 52 32.61 UNK 02 NONE 9 N/A N -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING EVERGREEN RD at STACY ALLISON WAY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 5 - 8 of 8 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03013 N N N 07/25/2017 14 HILLSBORO-SILV HY INTER 3-LEG N N CLR 01 NONE 9 TURN-R 29 NONE TU LAWSON AVE UN STOP SIGN N DRY REAR N/A S -E 000 00 N 4P 00 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.65 -122 52 39.03 014000100S00 UNK 02 NONE 9 TURN-R N/A S -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 05557 N N N 12/22/2017 19 HILLSBORO-SILV HY INTER 3-LEG N N RAIN S-1STOP 01 NONE 0 29 CITY FR 0 LAWSON AVE S STOP SIGN N WET REAR PRVTE S -N 000 00 N 1P 06 0 N DAY INJ CAR 01 DRVR NONE 35 M OR-Y 026 000 29 N 45 9 3.65 -122 52 39.03 OR>25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJC 34 F OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 02 PSNG INJC 30 F 000 000 00 02 NONE 0 STOP PRVTE S -N 011 00 CAR 03 PSNG INJC 50 F 000 000 00 02 NONE 0 STOP PRVTE S -N 011 00 CAR 04 PSNG INJC 60 M 000 000 00 02 NONE 0 STOP PRVTE S -N 011 00 CAR 05 PSNG INJC 00 F 000 000 00 02 NONE 0 STOP PRVTE S -N 011 00 CAR 06 PSNG INJC 00 F 000 000 00 03213 N N N 09/19/2013 14 HILLSBORO-SILV HY INTER 3-LEG N N CLR S-1STOP 01 NONE 0 07 NONE TH LAWSON AVE W UNKNOWN N DRY REAR PRVTE W -E 000 00 N 7A 06 0 N DAY PDO CAR 01 DRVR NONE 68 F OR-Y 026 026 07 N 45 9 3.6531 -122 52 39.0282959 014000100S00 OR>25 02 NONE 0 STOP UNKN W -E 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at LAWSON AVE, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 3 of 4 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01689 N N N Y 05/21/2014 14 HILLSBORO-SILV HY INTER 3-LEG N N CLD BIKE 01 NONE 0 TURN-R 02 CITY WE LAWSON AVE W STOP SIGN N DRY TURN PRVTE S -E 000 00 N 7A 06 0 N DAY INJ CAR 01 DRVR NONE 39 M OTH-Y 027 000 02 N 45 9 3.6531 -122 52 39.0282959 014000100S00 N-RES - 01 BIKE INJB 31 M I XWLK 000 000 00 W E Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at LAWSON AVE, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 4 - 4 of 4 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03698 N N N N 09/27/2015 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 27,07 NONE SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 36.70 SB EF HILLS-SILV C1 03 N DAY INJ CAR 01 DRVR NONE 23 F OR-Y 016,026 038 27,07 N 45 9 3.94 -122 52 57.61 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 29 F OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 33 M 000 000 00 04303 N N N N Y 12/04/2013 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 TURN-L 05 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY E TRF SIGNAL N DRY TURN PRVTE NE-E 000 00 N 3P WOODBURN UA 36.72 SB EX HILLS-SILV C2 05 0 N DAY INJ CAR 01 DRVR INJC 21 M OR-Y 000 000 00 N 45 9 3.95298 -122 52 56.1019079 014000100S00 OR<25 02 NONE 0 PRVTE E -W 006 00 CAR 01 DRVR INJC 76 F OR-Y 039 000 05 OR<25 02361 N N N N 07/16/2014 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 8A WOODBURN UA 36.72 SB EF HILLS-SILV C1 06 0 N DAY PDO CAR 01 DRVR NONE 71 F OTH-Y 026 000 07 N 45 9 3.95298 -122 52 56.1019079 014000100S00 N-RES 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 36 F OR-Y 000 000 00 OR<25 03424 N N N N Y 10/03/2014 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 013 29 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 7A WOODBURN UA 36.72 SB EF HILLS-SILV C1 06 0 N DAY INJ CAR 01 DRVR NONE 65 F OR-Y 014,026 000 29 N 45 9 3.95 -122 52 56.1 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJC 29 F OTH-Y 000 000 00 N-RES 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 02 PSNG INJC 26 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 1 140: HILLSBORO-SILVERTON 1 - 3 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 38 M OR-Y 000 000 00 OR<25 00131 N N N N Y 01/14/2015 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 27,07 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 8P WOODBURN UA 36.72 SB EF HILLS-SILV C1 06 0 N DLIT INJ CAR 01 DRVR NONE 22 M OR-Y 016,043,026 038 27,07 N 45 9 3.95 -122 52 56.1 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 61 F OR-Y 000 000 00 OR<25 00431 N N N N 02/11/2013 MARION 1 14 INTER CROSS N N CLR O-OTHER 01 NONE 0 TURN-L 04 NONE MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -SE 000 00 N 9P WOODBURN UA 36.72 SB EF HILLS-SILV C1 03 0 N DLIT PDO CAR 01 DRVR NONE 27 M OR-Y 097 000 00 N 45 9 3.95298 -122 52 56.1019079 014000100S00 OR<25 02 NONE 0 TURN-R PRVTE W -SE 000 00 CAR 01 DRVR NONE 00 F OTH-Y 097 000 00 N-RES 02442 N N N N N N 07/22/2013 MARION 1 14 INTER 3-LEG N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 1P WOODBURN UA 36.72 SB EF HILLS-SILV C1 03 0 N DAY INJ CAR 01 DRVR NONE 64 F EXP 000 000 00 N 45 9 3.95298 -122 52 56.1019079 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -SE 000 00 CAR 01 DRVR INJC 90 M OR-Y 004,028 000 02 OR<25 82225 N N N N 05/17/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P WOODBURN UA 36.72 SB EF HILLS-SILV C1 03 0 N DAY INJ CAR 01 DRVR NONE 33 M OR-Y 000 000 00 N 45 9 3.95 -122 52 56.1 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 21 F OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJC 17 M 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 3 140: HILLSBORO-SILVERTON 4 - 7 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG INJC 17 M 000 000 00 00435 Y N N N N N 02/10/2013 MARION 1 14 INTER CROSS N Y CLR FIX OBJ 01 NONE 0 TURN-L 066 32,30,08 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY E TRF SIGNAL N DRY FIX PRVTE NE-E 001 066 00 N 2P WOODBURN UA 36.73 SB EX HILLS-SILV C2 05 0 N DAY PDO CAR 01 DRVR NONE 21 M OR-Y 052,050,081 017 32,30 N 45 9 3.955788 -122 52 55.3383479 014000100S00 OR<25 02440 N N N N Y 07/22/2014 MARION 1 14 INTER CROSS N N RAIN ANGL-OTH 01 NONE 0 04 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE E -W 000 00 N 5A WOODBURN UA 36.73 SB EX HILLS-SILV C2 01 0 N DAWN PDO CAR 01 DRVR NONE 00 Unk UNK 020 000 04 N 45 9 3.955824 -122 52 55.338384 014000100S00 UNK 02 NONE 0 TURN-L PRVTE NE-E 000 00 CAR 01 DRVR NONE 46 M OR-Y 000 000 00 OR<25 04513 N N N N Y 08/16/2016 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 33,04 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 2P WOODBURN UA 36.73 SB EX HILLS-SILV C2 01 0 N DAY INJ CAR 01 DRVR INJB 42 F OR-Y 051,020 000 33,04 N 45 9 3.96 -122 52 55.34 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE NE-E 000 00 CAR 01 DRVR INJA 73 F OR-Y 000 000 00 OR>25 03295 N N N N N N 08/03/2016 MARION 1 14 INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 04 STATE WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A E -W 000 00 N 10P WOODBURN UA 36.73 SB EX HILLS-SILV C2 01 1 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.96 -122 52 55.34 014000100S00 UNK 02 NONE 9 TURN-L N/A N -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01406 N N N N N N 04/11/2017 MARION 1 14 INTER 3-LEG N N CLD ANGL-OTH 01 NONE 0 04 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 022 00 N 5P WOODBURN UA 36.73 SB EX HILLS-SILV C2 01 0 N DAY INJ CAR 01 DRVR INJB 86 F OR-Y 020 022 04 N 45 9 3.96 -122 52 55.44 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE N -E 000 00 CAR 01 DRVR INJC 46 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 5 140: HILLSBORO-SILVERTON 8 - 12 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03 NONE 0 TURN-L PRVTE N -E 022 00 CAR 01 DRVR NONE 33 M OR-Y 000 022 00 OR<25 05149 N N N N N N 11/30/2017 MARION 1 11 INTER 3-LEG N N RAIN ANGL-OTH 01 NONE 0 04 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE E -W 000 00 N 10A WOODBURN UA 36.73 SB EX HILLS-SILV C2 01 1 N DAY INJ CAR 01 DRVR NONE 62 F OTH-Y 097 000 00 N 45 9 3.96 -122 52 55.44 014000100S00 N-RES 02 NONE 0 TURN-L PRVTE N -E 000 00 CAR 01 DRVR INJC 21 F OR-Y 097 000 00 OR<25 02901 N N N N Y 08/01/2015 MARION 1 11 INTER CROSS N N CLR 01 NONE 0 05 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY HEAD PRVTE W -E 000 00 N 11P WOODBURN UA 36.73 SB EX HILLS-SILV C2 02 0 N DLIT INJ CAR 01 DRVR NONE 26 M NONE 080 000 05 N 45 9 3.96 -122 52 55.34 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 57 M 000 000 00 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJB 19 F OR-Y 000 000 00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJB 23 M 000 000 00 01960 N N N N 05/19/2017 MARION 1 14 INTER 3-LEG N N CLR 01 NONE 0 29 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY REAR PRVTE E -W 000 00 N 5P WOODBURN UA 36.73 SB EX HILLS-SILV C2 02 2 N DAY INJ CAR 01 DRVR NONE 69 M OR-Y 042 000 29 N 45 9 3.96 -122 52 55.44 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 37 M OR-Y 000 000 00 OR<25 01062 N N N N 03/22/2015 MARION 1 14 Y N RAIN S-1STOP 01 NONE 0 29 NONE SU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) L-GRN-SIG N WET REAR PRVTE E -W 000 00 N 1P WOODBURN UA 36.75 SB EX HILLS-SILV C2 05 N DAY PDO CAR 01 DRVR NONE 21 M OR-Y 026 000 29 N 45 9 3.91 -122 52 53.8 014000100S00 (05) OR<25 02 NONE 0 STOP PRVTE E -W 012 00 CAR 01 DRVR NONE 50 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 7 140: HILLSBORO-SILVERTON 13 - 17 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04515 N N N N Y 12/15/2014 MARION 1 14 N N CLD 01 NONE 0 13 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) NONE N DRY SS-O PRVTE W -E 000 00 N 8P WOODBURN UA 36.76 SB EF HILLS-SILV C1 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 045 000 13 N 45 9 3.89 -122 52 53.03 014000100S00 (02) UNK 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 21 M OR-Y 000 000 00 OR<25 04014 N N N N 11/13/2013 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 07 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 5P WOODBURN UA 36.76 SB EX HILLS-SILV C2 04 N DUSK INJ CAR 01 DRVR NONE 38 F OR-Y 026 000 07 N 45 9 3.894624 -122 52 53.04144 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 35 F OR-Y 000 000 00 OR<25 03043 N N N N 09/02/2013 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 07 NONE MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 11A WOODBURN UA 36.76 SB EX HILLS-SILV C2 04 N DAY PDO CAR 01 DRVR NONE 18 F OR-Y 026 000 07 N 45 9 3.894624 -122 52 53.04144 014000100S00 (02) OR>25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 37 F OR-Y 000 000 00 OR<25 01563 N N N N 05/11/2014 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 07 NO RPT SU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 12P WOODBURN UA 36.77 SB EX HILLS-SILV C2 00 N DAY PDO CAR 01 DRVR NONE 18 M OR-Y 026 000 07 N 45 9 3.8736719 -122 52 52.254012 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 52 M OR-Y 000 000 00 OR<25 02957 N N N N 09/01/2013 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 013 07 NONE SU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 2P WOODBURN UA 36.77 SB EX HILLS-SILV C2 04 N DAY INJ CAR 01 DRVR NONE 62 M OR-Y 026 000 07 N 45 9 3.8742479 -122 52 52.276404 014000100S00 (02) UNK 02 NONE 0 STOP PRVTE E -W 011 013 00 CAR 01 DRVR INJC 53 M OTH-Y 000 000 00 N-RES Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 9 140: HILLSBORO-SILVERTON 18 - 21 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03 NONE 1 STOP PRVTE E -W 022 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00291 N N N N Y 01/29/2015 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 013 27,07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 2P WOODBURN UA 36.77 SB EX HILLS-SILV C2 04 N DAY INJ CAR 01 DRVR NONE 45 M OR-Y 016,026 038 27,07 N 45 9 3.87 -122 52 52.25 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 013 00 CAR 01 DRVR INJC 43 M OR-Y 000 022 00 OR<25 03 NONE 0 STOP PRVTE E -W 011 013 00 CAR 01 DRVR NONE 77 F OR-Y 000 022 00 OR<25 03 NONE 0 STOP PRVTE E -W 011 013 00 CAR 02 PSNG INJC 54 F 000 000 00 04 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 64 F OR-Y 000 000 00 OR<25 03069 Y N N N N N 07/29/2017 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 013,093 32,27,01 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 10A WOODBURN UA 36.77 SB EF HILLS-SILV C4 05 N DAY INJ CAR 01 DRVR NONE 29 F OR-Y 052,047,026 038 093 32,27,01 N 45 9 3.88 -122 52 52.45 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE E -W 011 013 00 CAR 01 DRVR INJC 21 M OR-Y 000 022 00 OR>25 03 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 36 F OR-Y 000 000 00 OR<25 02624 N N N N 08/05/2013 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 07 NONE MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 36.79 NB EX HILLS-SILV C1 03 N DAY PDO CAR 01 DRVR NONE 00 M OR-Y 026 000 07 N 45 9 3.8341799 -122 52 50.6833679 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 56 F OR-Y 000 000 00 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 11 140: HILLSBORO-SILVERTON 22 - 25 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01972 N N N N 05/21/2017 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 29 NO RPT SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 8P WOODBURN UA 36.81 NB EF HILLS-SILV C3 03 N DAY INJ CAR 01 DRVR NONE 40 M OR-Y 026 000 29 N 45 9 3.81 -122 52 49.47 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 22 F OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 42 F 000 000 00 02 NONE 0 STOP PRVTE W -E 011 00 CAR 03 PSNG INJC 18 F 000 000 00 00962 N N N N 03/30/2013 MARION 1 14 BRIDGE Y N CLR S-1STOP 01 NONE 0 07 NONE SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 9A WOODBURN UA 36.81 NB EF HILLS-SILV C2 04 N DAY INJ CAR 01 DRVR NONE 21 F OTH-Y 026 000 07 N 45 9 3.8114999 -122 52 49.142352 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 51 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 39 F 000 000 00 04934 N N N N N N 11/07/2016 MARION 1 14 BRIDGE Y N CLR S-1STOP 01 NONE 0 013,092 26 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 007 092 26 N 5P WOODBURN UA 36.82 NB EX HILLS-SILV C1 03 N DLIT INJ CAR 01 DRVR INJC 25 F OR-Y 026 000 26 N 45 9 3.81 -122 52 48.4 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 21 F OR-Y 000 022 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 02 PSNG INJC 52 F 000 000 00 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 43 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 13 140: HILLSBORO-SILVERTON 26 - 27 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 47 M 000 000 00 00800 N N N N N N 03/01/2017 MARION 1 14 N N CLR 01 NONE 9 13 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) R-GRN-SIG N DRY SS-O N/A W -E 000 00 N 4A WOODBURN UA 36.82 NB EF HILLS-SILV C3 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.81 -122 52 48.72 014000100S00 (06) UNK 02 NONE 9 N/A W -E 000 00 SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01261 N N N N Y 04/08/2015 MARION 1 14 BRIDGE Y N CLD S-1STOP 01 NONE 0 013 07 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 36.82 NB EX HILLS-SILV C1 04 N DAY INJ CAR 01 DRVR NONE 59 F OR-Y 043,026 000 07 N 45 9 3.81 -122 52 48.4 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJC 29 F OR-Y 000 022 00 OR>25 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 52 F OR-Y 000 000 00 OR<25 02046 N N N N Y 06/07/2015 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 013 07 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 36.83 NB EX HILLS-SILV C1 03 N DAY INJ CAR 01 DRVR NONE 61 M OR-Y 043,026 000 07 N 45 9 3.8 -122 52 47.63 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJB 60 F OR-Y 000 022 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 68 M OR-Y 000 000 00 OR<25 02320 N N N N 07/12/2013 MARION 1 14 BRIDGE N N CLR S-1STOP 01 NONE 0 07 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 36.83 NB EX HILLS-SILV C1 04 N DAY PDO CAR 01 DRVR NONE 19 F OR-Y 026 000 07 N 45 9 3.801744 -122 52 47.610516 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 64 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 15 140: HILLSBORO-SILVERTON 28 - 32 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04753 N N N N N N 10/27/2016 MARION 1 14 Y N RAIN S-1STOP 01 NONE 1 22,29 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) TRF SIGNAL N WET REAR PRVTE W -E 000 22 N 6P WOODBURN UA 36.83 NB EX HILLS-SILV C1 08 N DLIT INJ CAR 01 DRVR NONE 20 M NONE 085 000 29 N 45 9 3.8 -122 52 47.63 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 31 F OR-Y 000 000 00 OR<25 00420 N N N N 02/09/2013 MARION 1 14 BRIDGE Y N RAIN S-1STOP 01 NONE 0 07 NO RPT SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N WET REAR PRVTE W -E 000 00 N 7P WOODBURN UA 36.84 NB EX HILLS-SILV C1 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 026 000 07 N 45 9 3.796884 -122 52 46.844616 014000100S00 (02) UNK 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 31 F OR-Y 000 000 00 OR>25 02699 N N N N 08/11/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 013 07 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 12P WOODBURN UA 36.84 NB EX HILLS-SILV C1 03 N DAY INJ CAR 01 DRVR NONE 80 M OTH-Y 026 000 07 N 45 9 3.7969559 -122 52 46.856892 014000100S00 (02) N-RES 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJC 21 F OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 83 M OR-Y 000 000 00 OR<25 02848 N N N N N N 08/07/2014 MARION 1 14 N N CLR S-1STOP 01 NONE 0 07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 36.84 NB EX HILLS-SILV C1 03 N DAY PDO CAR 01 DRVR NONE 22 M SUSP 026 000 07 N 45 9 3.7969559 -122 52 46.856892 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 17 F OR-Y 000 000 00 OR<25 00875 N N N N Y 03/12/2015 MARION 1 14 INTER CROSS N N CLR S-OTHER 01 NONE 1 TURN-R 08 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY E TRF SIGNAL N DRY TURN PRVTE SW-E 000 00 N 11A WOODBURN UA 36.86 NB EX HILLS-SILV C1 05 0 N DAY PDO SEMI TOW 01 DRVR NONE 33 M OTH-Y 001 000 08 N 45 9 3.79 -122 52 45.31 014000100S00 N-RES Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 17 140: HILLSBORO-SILVERTON 33 - 36 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 1 TURN-R PRVTE SW-E 000 00 SEMI TOW 01 DRVR NONE 58 M OTH-Y 000 000 00 N-RES 02139 N N N N 06/29/2014 MARION 1 14 INTER CROSS N N CLD S-1STOP 01 NONE 0 27,29 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY E TRF SIGNAL N DRY REAR PRVTE E -W 000 00 N 10A WOODBURN UA 36.86 NB EF HILLS-SILV C2 06 0 N DAY PDO CAR 01 DRVR NONE 48 M OR-Y 016,026,014 038 27,29 N 45 9 3.7871279 -122 52 45.3146159 014000100S00 OR>25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 36 F NONE 000 000 00 OR<25 02399 N N N N 06/25/2015 MARION 1 14 INTER CROSS N N CLR O-1STOP 01 NONE 0 BACK 10 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY E TRF SIGNAL N UNK BACK PRVTE W -E 000 00 N 6A WOODBURN UA 36.86 NB EF HILLS-SILV C2 06 1 N UNK PDO CAR 01 DRVR NONE 39 M OR-Y 011 000 10 N 45 9 3.79 -122 52 45.31 014000100S00 OR>25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 35 M OR-Y 000 000 00 OR<25 03744 N N N N 08/29/2016 MARION 1 14 INTER 3-LEG N N CLR S-1STOP 01 NONE 9 29 NONE MO WOODBURN MN 0 HILLSBORO-SILV HY E TRF SIGNAL N DRY REAR N/A E -W 000 00 N 7A WOODBURN UA 36.86 NB EX HILLS-SILV C1 06 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01207 Y N N N N N 04/20/2013 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 013 07,01 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 36.86 NB EF HILLS-SILV C2 06 1 N DAY INJ CAR 01 DRVR NONE 29 M OTH-Y 043,047,026 000 07,01 N 45 9 3.7870559 -122 52 45.3125639 014000100S00 N-RES 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJC 41 F OR-Y 000 000 00 OR>25 03 NONE 0 STOP RENTL W -E 022 00 CAR 01 DRVR NONE 36 M OTH-Y 000 000 00 N-RES Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 19 140: HILLSBORO-SILVERTON 37 - 41 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03316 N N N N N N 09/26/2013 MARION 1 14 INTER CROSS N N CLD S-1STOP 01 NONE 0 07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 3P WOODBURN UA 36.86 NB EX HILLS-SILV C1 06 1 N DAY PDO CAR 01 DRVR NONE 25 M OR-Y 043,026 000 07 N 45 9 3.7870559 -122 52 45.3125639 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 20 M OR-Y 000 000 00 OR<25 03294 N N N N 09/24/2014 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 013 07 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 6P WOODBURN UA 36.86 NB EX HILLS-SILV C1 06 1 N DAY PDO CAR 01 DRVR NONE 31 M OR-Y 026 000 07 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 63 F OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 23 F OR-Y 000 000 00 OR<25 03683 N N N N Y 10/19/2014 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 2P WOODBURN UA 36.86 NB EX HILLS-SILV C1 06 0 N DAY INJ CAR 01 DRVR NONE 37 M OR-Y 026,014 000 29 N 45 9 3.79 -122 52 45.31 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 33 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG NO<5 01 M 000 000 00 02 NONE 0 STOP PRVTE W -E 011 00 CAR 03 PSNG NO<5 02 M 000 000 00 02 NONE 0 STOP PRVTE W -E 011 00 CAR 04 PSNG NONE 21 F 000 000 00 03869 N N N N 10/08/2015 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 7P WOODBURN UA 36.86 NB EX HILLS-SILV C1 06 1 N DLIT INJ CAR 01 DRVR INJC 65 M OR-Y 026 000 07 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 21 140: HILLSBORO-SILVERTON 42 - 44 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 75 M OR-Y 000 000 00 OR<25 00185 N N N N 01/17/2015 MARION 1 14 INTER CROSS N N UNK S-1STOP 01 NONE 0 29 NONE SA WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N UNK REAR PRVTE W -E 000 00 N 11P WOODBURN UA 36.86 NB EF HILLS-SILV C2 06 1 N DLIT PDO CAR 01 DRVR NONE 00 F UNK 026 000 29 N 45 9 3.79 -122 52 45.31 014000100S00 UNK 02 NONE 0 STOP PRVTE W -E 012 00 CAR 01 DRVR NONE 20 F OR-Y 000 000 00 OR>25 03623 N N N N N N 09/03/2017 MARION 1 11 INTER 3-LEG N N CLR S-OTHER 01 NONE 9 TURN-L 08 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY CN L-GRN-SIG N DRY TURN N/A S -W 000 00 N 9A WOODBURN UA 36.86 NB EX HILLS-SILV C1 01 0 N DAY PDO SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.79 -122 52 45.74 014000100S00 UNK 02 NONE 9 TURN-L N/A S -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01161 N N N N N N 04/16/2013 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE E -W 000 00 N 5A WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DLIT INJ CAR 01 DRVR INJB 22 M NONE 000 000 00 N 45 9 3.7870559 -122 52 45.3125639 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -NW 000 00 CAR 01 DRVR INJC 64 F OR-Y 028 000 02 OR<25 01175 N N N N N N 04/17/2013 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 6P WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DUSK PDO CAR 01 DRVR NONE 46 M OR-Y 000 000 00 N 45 9 3.7870559 -122 52 45.3125639 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR NONE 63 F OR-Y 004,028 000 02 OR>25 04312 N N N N Y 12/05/2013 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 04 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY CN L-GRN-SIG N DRY TURN PRVTE E -W 000 00 N 7P WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 2 N DLIT PDO CAR 01 DRVR NONE 19 F OR-Y 000 000 00 N 45 9 3.7870559 -122 52 45.3125639 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 23 140: HILLSBORO-SILVERTON 45 - 49 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG NO<5 01 F 000 000 00 02 NONE 0 TURN-L PRVTE W -NW 000 00 CAR 01 DRVR NONE 21 M OR-Y 020,004 000 04 OR<25 04682 N N N N Y 12/30/2013 MARION 1 14 INTER CROSS N N FOG O-1 L-TURN 01 NONE 0 02,27 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN R-GRN-SIG N WET TURN PRVTE E -W 000 00 N 7A WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 0 N DAWN INJ CAR 01 DRVR INJC 45 M OR-Y 000 000 00 N 45 9 3.7870559 -122 52 45.3125639 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 32 M OR-Y 004,028,016 038 02,27 OR<25 04035 N N N N 11/10/2014 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN N DRY TURN PRVTE W -NW 000 00 N 6A WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 0 N DLIT PDO CAR 01 DRVR NONE 28 M OR-Y 028,004 000 02 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 27 M OR-Y 000 000 00 OR>25 04049 N N N N Y 11/12/2014 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 1 02 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE E -W 000 00 N 5P WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DLIT PDO SEMI TOW 01 DRVR NONE 64 M OTH-Y 000 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 N-RES 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR NONE 43 F OR-Y 028,004 000 02 OR<25 00202 N N N N 01/19/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 NO RPT MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -N 000 00 N 4P WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DAY PDO CAR 01 DRVR NONE 25 F OR-Y 028,004 000 02 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 24 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 25 140: HILLSBORO-SILVERTON 50 - 54 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02367 N N N N 06/25/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY CN N DRY TURN PRVTE W -NW 000 00 N 8P WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DAY INJ CAR 01 DRVR INJC 16 M OR-Y 028,004 000 02 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 35 M NONE 000 000 00 OR<25 02419 N N N N 06/28/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 04 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 6P WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DAY INJ CAR 01 DRVR NONE 29 M OR-Y 097 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 30 F 000 000 00 01 NONE 0 PRVTE E -W 000 00 CAR 03 PSNG NO<5 04 F 000 000 00 02 NONE 0 TURN-L RENTL W -NW 000 00 CAR 01 DRVR NONE 49 F OR-Y 097 000 00 OR>25 02268 N N N N 06/01/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 5A WOODBURN UA 36.86 NB EF HILLS-SILV C2 02 1 N DAWN INJ CAR 01 DRVR INJB 46 M OR-Y 000 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -NW 000 00 CAR 01 DRVR NONE 31 F OR-Y 028,004 000 02 OR<25 05749 N N N N N N 12/27/2016 MARION 1 14 INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 40,04 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A E -W 000 00 N 11A WOODBURN UA 36.86 NB EX HILLS-SILV C1 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 UNK 02 NONE 9 TURN-L N/A S -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 27 140: HILLSBORO-SILVERTON 55 - 58 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00017 N N N N 01/02/2017 MARION 1 11 INTER 3-LEG N N SNOW ANGL-OTH 01 NONE 9 TURN-L 04 NONE MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N SNO TURN N/A SW-W 000 00 N 6P WOODBURN UA 36.86 NB EX HILLS-SILV C1 02 1 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.79 -122 52 45.74 014000100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 05500 N N N N N N 12/20/2017 MARION 1 11 INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 04,40 STATE WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A S -W 000 00 N 4P WOODBURN UA 36.86 NB EX HILLS-SILV C1 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.79 -122 52 45.74 014000100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 05481 N N N N 12/18/2017 MARION 1 11 INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 04 NONE MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A S -W 000 00 N 5P WOODBURN UA 36.86 NB EX HILLS-SILV C1 02 0 N DUSK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.79 -122 52 45.74 014000100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01543 N N N N Y 05/10/2014 MARION 1 14 INTER CROSS N N CLR 01 UNKN 0 087 07 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY CN UNKNOWN N DRY REAR UNKN W -E 000 00 N 3P WOODBURN UA 36.86 NB EX HILLS-SILV C1 03 0 N DAY INJ UNKNOWN 01 DRVR NONE 00 M UNK 042 000 07 N 45 9 3.7871279 -122 52 45.3146159 014000100S00 UNK 02 NONE 0 PRVTE W -E 000 087 00 CAR 01 DRVR INJC 53 F OR-Y 000 000 00 OR<25 04721 N N N N N Y 12/30/2014 MARION 1 11 INTER CROSS N N CLR ANGL-OTH 01 NONE 1 TURN-L 04 STATE TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE SW-W 000 00 N 6P WOODBURN UA 36.86 NB EX HILLS-SILV C1 04 0 N DLIT INJ SEMI TOW 01 DRVR INJC 63 M OR-Y 000 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 75 F OR-Y 020 000 04 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 29 140: HILLSBORO-SILVERTON 59 - 63 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03828 N N N N Y 10/06/2015 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 TURN-L 04 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE SW-W 000 00 N 7A WOODBURN UA 36.86 NB EX HILLS-SILV C1 04 1 N DAY INJ CAR 01 DRVR INJC 66 M OR-Y 020 000 04 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 01 NONE 0 TURN-L PRVTE SW-W 000 00 CAR 02 PSNG INJC 55 F 000 000 00 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 37 F OR-Y 000 000 00 OR<25 00066 N N N N 01/04/2016 MARION 1 11 INTER CROSS N N SNOW ANGL-OTH 01 NONE 0 04 NO RPT MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N SNO TURN PRVTE W -E 000 00 N 7P WOODBURN UA 36.86 NB EX HILLS-SILV C1 04 1 N DLIT INJ CAR 01 DRVR NONE 41 F OR-Y 020 000 04 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE SW-W 000 00 CAR 01 DRVR INJC 26 M OR-Y 000 000 00 OR<25 02 NONE 0 TURN-L PRVTE SW-W 000 00 CAR 02 PSNG INJC 28 F 000 000 00 00221 N N N N 01/14/2016 MARION 1 11 INTER CROSS N N RAIN S-OTHER 01 NONE 0 TURN-R 07 NO RPT TH WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE SW-E 000 00 N 2P WOODBURN UA 36.86 NB EX HILLS-SILV C1 04 1 N DAY INJ CAR 01 DRVR NONE 24 F OR-Y 042 000 07 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 TURN-R PRVTE SW-E 000 00 CAR 01 DRVR INJC 33 F OR-Y 000 000 00 OR>25 02 NONE 0 TURN-R PRVTE SW-E 000 00 CAR 02 PSNG INJC 07 F 000 000 00 04679 N N N N 10/23/2016 MARION 1 14 INTER CROSS N N RAIN ANGL-OTH 01 NONE 0 TURN-R 04 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE SE-E 000 00 N 5A WOODBURN UA 36.86 NB EF HILLS-SILV C2 04 1 N DLIT INJ CAR 01 DRVR INJC 27 M OR-Y 097 000 00 N 45 9 3.79 -122 52 45.31 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 61 F OR-Y 097 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 31 140: HILLSBORO-SILVERTON 64 - 67 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01974 N N N N 05/21/2017 MARION 1 14 INTER 3-LEG N N CLR S-OTHER 01 NONE 0 TURN-R 08 NONE SU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE SW-E 000 00 N 5P WOODBURN UA 36.86 NB EX HILLS-SILV C1 04 0 N DAY INJ CAR 01 DRVR NONE 69 F OR-Y 000 000 00 N 45 9 3.79 -122 52 45.74 014000100S00 OR>25 02 NONE 0 TURN-R PRVTE SW-E 000 00 CAR 01 DRVR INJC 20 M OR-Y 000 000 00 OR<25 02 NONE 0 TURN-R PRVTE SW-E 000 00 CAR 02 PSNG INJC 25 F 000 000 00 04046 N N N N N N 09/27/2017 MARION 1 11 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 40,04 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 8A WOODBURN UA 36.86 NB EX HILLS-SILV C1 04 1 N DAY INJ CAR 01 DRVR NONE 43 M OR-Y 040 026 40,04 N 45 9 3.79 -122 52 45.74 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE SW-W 000 00 CAR 01 DRVR INJC 39 F OR-Y 000 000 00 OR<25 00709 N N N N N N 02/23/2017 MARION 1 14 INTER 3-LEG N N CLD O-1 L-TURN 01 NONE 9 TURN-L 08,02 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN N/A W -N 000 00 N 9P WOODBURN UA 36.89 NB EF HILLS-SILV C2 02 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.74 -122 52 43.5 014000100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03192 N N N N N N 08/22/2015 MARION 1 14 N N CLR S-1STOP 01 NONE 0 27,07 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 3P WOODBURN UA 36.92 LAWSON AVE 04 N DAY INJ CAR 01 DRVR NONE 85 F OR-Y 016,042 038 27,07 N 45 9 3.69 -122 52 40.89 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 49 F OR-Y 000 000 00 OR<25 01438 N N N N 05/07/2013 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 013 07 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 36.93 LAWSON AVE 03 N DAY INJ CAR 01 DRVR NONE 48 F OR-Y 026 000 07 N 45 9 3.674736 -122 52 40.2687839 014000100S00 (02) OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 33 140: HILLSBORO-SILVERTON 68 - 71 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJC 50 F SUSP 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 52 F OR-Y 000 000 00 OR<25 04 NONE 0 STOP UNKN W -E 022 00 CAR 01 DRVR NONE 00 M UNK 000 000 00 UNK 01853 N N N N 06/04/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 2P WOODBURN UA 36.93 LAWSON AVE 03 N DAY INJ CAR 01 DRVR NONE 64 M OR-Y 026 000 07 N 45 9 3.674772 -122 52 40.270296 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 50 F OR-Y 000 000 00 OR<25 01353 N N N N N N 04/08/2017 MARION 1 14 N N CLD 01 NONE 9 29 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N WET REAR N/A W -E 000 00 N 4P WOODBURN UA 36.93 LAWSON AVE 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.68 -122 52 40.52 014000100S00 (04) UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02945 N N N N N N 07/15/2016 MARION 1 14 N N CLR S-1STOP 01 NONE 0 29 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 4P WOODBURN UA 36.93 LAWSON AVE 06 N DAY INJ CAR 01 DRVR NONE 31 M OR-Y 026 000 29 N 45 9 3.67 -122 52 40.27 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 44 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG INJC 44 F 000 000 00 02 NONE 0 STOP PRVTE E -W 011 00 CAR 03 PSNG INJC 19 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 35 140: HILLSBORO-SILVERTON 72 - 75 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03351 N N N N Y 08/07/2016 MARION 1 14 N N CLD S-1STOP 01 NONE 9 07 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR N/A E -W 000 00 N 2P WOODBURN UA 36.93 LAWSON AVE 06 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.67 -122 52 40.27 014000100S00 (04) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04894 N N N N 11/06/2016 MARION 1 14 N N CLR S-1STOP 01 NONE 9 29 NO RPT SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR N/A E -W 000 00 N 11A WOODBURN UA 36.93 LAWSON AVE 06 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.67 -122 52 40.27 014000100S00 (04) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03013 N N N N 07/25/2017 MARION 1 14 INTER 3-LEG N N CLR 01 NONE 9 TURN-R 29 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY UN STOP SIGN N DRY REAR N/A S -E 000 00 N 4P WOODBURN UA 36.95 LAWSON AVE 00 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.65 -122 52 39.03 014000100S00 UNK 02 NONE 9 TURN-R N/A S -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03213 N N N N 09/19/2013 MARION 1 14 INTER 3-LEG N N CLR S-1STOP 01 NONE 0 07 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY W UNKNOWN N DRY REAR PRVTE W -E 000 00 N 7A WOODBURN UA 36.95 LAWSON AVE 06 0 N DAY PDO CAR 01 DRVR NONE 68 F OR-Y 026 026 07 N 45 9 3.6531 -122 52 39.0282959 014000100S00 OR>25 02 NONE 0 STOP UNKN W -E 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01689 N N N N Y 05/21/2014 MARION 1 14 INTER 3-LEG N N CLD BIKE 01 NONE 0 TURN-R 02 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W STOP SIGN N DRY TURN PRVTE S -E 000 00 N 7A WOODBURN UA 36.95 LAWSON AVE 06 0 N DAY INJ CAR 01 DRVR NONE 39 M OTH-Y 027 000 02 N 45 9 3.6531 -122 52 39.0282959 014000100S00 N-RES - 01 BIKE INJB 31 M I XWLK 000 000 00 W E Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 37 140: HILLSBORO-SILVERTON 76 - 80 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 05001 N N N N 11/11/2016 MARION 1 14 N N RAIN S-1STOP 01 NONE 9 29 NO RPT FR WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N WET REAR N/A W -E 000 00 N 3P WOODBURN UA 36.96 LAWSON AVE 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.63 -122 52 38.1 014000100S00 (04) UNK 02 NONE 9 STOP N/A W -E 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04510 N N N N N N 10/24/2017 MARION 1 14 N N CLD S-1STOP 01 NONE 9 07 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N WET REAR N/A E -W 000 00 N 4P WOODBURN UA 36.96 LAWSON AVE 05 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.63 -122 52 38.1 014000100S00 (04) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03186 N N N N N N 09/18/2013 MARION 1 14 N N CLR S-1STOP 01 NONE 0 07 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) NONE N DRY REAR PRVTE W -E 000 00 N 3P WOODBURN UA 36.97 LAWSON AVE 03 N DAY INJ CAR 01 DRVR NONE 28 M OR-Y 043,026 000 07 N 45 9 3.6151919 -122 52 37.1711279 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 22 M OR-Y 000 000 00 OR<25 02750 N N N N Y 08/15/2014 MARION 1 14 ALLEY N N CLD O-1 L-TURN 01 NONE 0 TURN-L 02 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) NONE N DRY TURN PRVTE E -S 019 00 N 6A WOODBURN UA 36.98 LAWSON AVE 03 N DAY INJ CAR 01 DRVR NONE 37 M OR-Y 028,004 000 02 N 45 9 3.596292 -122 52 36.2458199 014000100S00 (02) OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 26 M OR-Y 000 000 00 OR<25 05495 N N N N 12/20/2017 MARION 1 14 N N CLR S-1STOP 01 NONE 9 29 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR N/A E -W 000 00 N 9P WOODBURN UA 37.00 EVERGREEN RD 00 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.56 -122 52 34.39 014000100S00 (04) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 39 140: HILLSBORO-SILVERTON 81 - 85 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01567 N N N N 05/11/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 9A WOODBURN UA 37.00 EVERGREEN RD 03 N DAY PDO CAR 01 DRVR NONE 65 M OR-Y 026 000 07 N 45 9 3.5584199 -122 52 34.390848 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 00 M UNK 000 000 00 OR<25 02978 N N N N 08/06/2015 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 27,29 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) L-GRN-SIG N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 37.00 EVERGREEN RD 04 N DAY PDO CAR 01 DRVR NONE 71 F OR-Y 016,026 038 27,29 N 45 9 3.56 -122 52 34.39 014000100S00 (03) OR<25 02 NONE 0 STOP PRVTE W -E 012 00 CAR 01 DRVR NONE 00 F OR-Y 000 000 00 OR<25 03496 N N N N 10/07/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 10A WOODBURN UA 37.01 EVERGREEN RD 03 N DAY PDO CAR 01 DRVR NONE 51 F OR-Y 026 000 07 N 45 9 3.54 -122 52 33.46 014000100S00 (02) UNK 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 61 M OR-Y 000 000 00 OR<25 02454 N N N N 06/30/2015 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE TU WOODBURN MN 0 EVERGREEN RD UN TRF SIGNAL N DRY REAR PRVTE UN-UN 000 00 N 10A WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY PDO CAR 01 DRVR NONE 46 M OR-Y 026 000 29 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 0 STOP PRVTE UN-UN 011 00 CAR 01 DRVR NONE 00 M UNK 000 000 00 OR<25 03633 N N N N N N 09/04/2017 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 9 02 CITY MO WOODBURN MN 0 EVERGREEN RD E TRF SIGNAL N DRY TURN N/A W -E 000 00 N 12P WOODBURN UA 37.02 HILLSBORO-SILV HY 04 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-R N/A S -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 41 140: HILLSBORO-SILVERTON 86 - 90 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04428 N N N N N N 12/09/2013 MARION 1 14 INTER CROSS N N CLR PED 01 NONE 0 TURN-L 02 CITY MO WOODBURN MN 0 EVERGREEN RD E TRF SIGNAL N DRY PED PRVTE N -E 000 00 N 3P WOODBURN UA 37.02 HILLSBORO-SILV HY 05 0 N DAY INJ CAR 01 DRVR NONE 59 F OR-Y 029 000 02 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 - 01 PED INJA 28 M I XWLK 000 035 00 N S 04185 N N N N 11/26/2013 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE TU WOODBURN MN 0 EVERGREEN RD E TRF SIGNAL N DRY REAR PRVTE E -W 000 00 N 2P WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY INJ CAR 01 DRVR NONE 20 F OR-Y 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJA 51 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG INJC 73 M 000 000 00 04540 N N N N N N 12/16/2014 MARION 1 14 INTER CROSS N N CLD S-1STOP 01 NONE 0 116 27,07 CITY TU WOODBURN MN 0 EVERGREEN RD E TRF SIGNAL N DRY REAR PRVTE E -W 000 00 N 10P WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DARK PDO CAR 01 DRVR NONE 26 M OR-Y 016,026 038 116 27,07 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 54 M OR-Y 000 000 00 OR<25 02695 N N N N 08/10/2013 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 013 07 NONE SA WOODBURN MN 0 EVERGREEN RD W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 7A WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY PDO CAR 01 DRVR NONE 00 F UNK 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 36 M OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 022 00 CAR 01 DRVR NONE 27 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 43 140: HILLSBORO-SILVERTON 91 - 94 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02823 N N N N 08/21/2013 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE WE WOODBURN MN 0 EVERGREEN RD W UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY INJ CAR 01 DRVR NONE 23 F OR-Y 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 69 F OR-Y 000 000 00 OR<25 00430 N N N N 02/07/2014 MARION 1 14 INTER 3-LEG N N SNOW S-1STOP 01 NONE 0 07 NONE FR WOODBURN MN 0 EVERGREEN RD W TRF SIGNAL N SNO REAR PRVTE W -E 000 00 N 1P WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY INJ CAR 01 DRVR NONE 48 F OR-Y 026 000 07 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 38 M OR-Y 000 000 00 OR<25 00859 N N N N N N 03/13/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 1 013 07 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 12P WOODBURN UA 37.02 EVERGREEN RD 06 N DAY INJ CAR 01 DRVR INJC 55 F OR-Y 043,026 000 07 N 45 9 3.520548 -122 52 32.5358759 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 22 F OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 27 F OR-Y 000 000 00 OR<25 02287 N N N N 07/10/2014 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 NONE TH WOODBURN MN 0 EVERGREEN RD W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 8A WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY PDO CAR 01 DRVR NONE 00 F OTH-Y 026 000 07 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 012 00 CAR 01 DRVR NONE 43 F OR-Y 000 000 00 OR<25 02960 N N N N 08/05/2015 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE WE WOODBURN MN 0 EVERGREEN RD W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 37.02 HILLSBORO-SILV HY 06 0 N DAY PDO CAR 01 DRVR NONE 00 F OR-Y 026 000 29 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 45 140: HILLSBORO-SILVERTON 95 - 98 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 61 F OR-Y 000 000 00 OR<25 01019 N N N N 03/11/2016 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 27,29 NO RPT FR WOODBURN MN 0 EVERGREEN RD W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 5A WOODBURN UA 37.02 HILLSBORO-SILV HY 06 3 N DLIT INJ CAR 01 DRVR NONE 27 M OR-Y 016,026 038 27,29 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 43 M OR-Y 000 000 00 OR<25 01776 N N N N 05/16/2015 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 04 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY ANGL PRVTE S -N 000 00 N 9A WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR INJC 42 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 83 M OR-Y 020 000 04 OR<25 02012 N N N N Y 06/05/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY FR WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 12P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 43 M OTH-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 N-RES 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 83 F OR-Y 028,004 000 02 OR<25 02934 N N N N N N 08/04/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 11P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DLIT INJ CAR 01 DRVR INJC 60 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 30 M OR-Y 028,004 000 02 OR<25 03313 N N N N N N 09/01/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 087 02 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 087 00 N 4P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 51 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 47 140: HILLSBORO-SILVERTON 99 - 103 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE W -N 000 087 00 CAR 01 DRVR INJB 84 F OR-Y 028,004 000 02 OR<25 04302 N N N N Y 11/04/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 U-TURN 02 CITY WE WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -W 000 00 N 3P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DAY PDO CAR 01 DRVR NONE 20 M OR-Y 028 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 74 M OR-Y 000 000 00 OR<25 01283 N N N N N N 03/28/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 U-TURN 02 CITY MO WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -W 000 00 N 10P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 3 N DLIT INJ CAR 01 DRVR INJC 22 F OR-Y 028 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 28 F OR-Y 000 000 00 OR<25 01323 N N N N 03/30/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 U-TURN 082 02 CITY WE WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -W 000 00 N 6P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 3 N DUSK INJ CAR 01 DRVR INJC 65 M OR-Y 028,004 000 082 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 24 M OR-Y 000 000 00 OR<25 02837 N N N N N N 07/07/2016 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY TH WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN PRVTE E -W 000 00 N 1P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 40 F SUSP 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR>25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 18 F 000 000 00 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR NONE 32 M OR-Y 028,004 000 02 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 49 140: HILLSBORO-SILVERTON 104 - 108 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00305 N N N N 01/22/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 CITY FR WOODBURN MN 0 EVERGREEN RD CN N DRY TURN N/A E -W 000 00 N 3P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-L N/A W -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04720 N N N N N N 10/26/2016 MARION 1 14 INTER CROSS N N RAIN ANGL-OTH 01 NONE 9 04 CITY WE WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET ANGL N/A E -W 000 00 N 7P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A S -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00034 N N N N N N 01/03/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 10P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 3 N DLIT INJ CAR 01 DRVR INJC 43 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 36 F OR-Y 028,004 000 02 OR<25 01895 N N N N N N 05/15/2017 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 9 U-TURN 02 CITY MO WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN N/A W -W 000 00 N 10A WOODBURN UA 37.02 HILLSBORO-SILV HY 02 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03737 N N N N N N 09/10/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 CITY SU WOODBURN MN 0 EVERGREEN RD CN N DRY TURN N/A E -W 000 00 N 7P WOODBURN UA 37.02 HILLSBORO-SILV HY 02 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-L N/A W -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 51 140: HILLSBORO-SILVERTON 109 - 113 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00633 N N N N N N 02/28/2013 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY TH WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 8P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DLIT INJ CAR 01 DRVR INJC 41 F OR-Y 000 000 00 N 45 9 3.520476 -122 52 32.5341839 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 62 M OTH-Y 004,028 000 02 N-RES 00511 N N N N Y 02/13/2014 MARION 1 14 INTER 3-LEG N N CLD O-1 L-TURN 01 NONE 0 04 CITY TH WOODBURN MN 0 EVERGREEN RD CN L-GRN-SIG N WET TURN PRVTE W -E 000 00 N 6P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DLIT INJ CAR 01 DRVR NONE 43 M NONE 000 000 00 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 33 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 33 M OR-Y 020 000 04 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG NO<5 04 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG NO<5 01 M 000 000 00 03889 N N N N Y 11/01/2014 MARION 1 14 INTER 3-LEG N N CLD 01 NONE 0 07 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 3P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY PDO CAR 01 DRVR NONE 19 M OR-Y 042 000 07 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 65 F OR-Y 000 000 00 OR<25 02576 N N N N N N 07/08/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 11A WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ CAR 01 DRVR NONE 24 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 53 140: HILLSBORO-SILVERTON 114 - 116 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJB 41 F OR-Y 028,004 000 02 OR<25 03582 N N N N Y 09/19/2015 MARION 1 14 INTER CROSS N N CLR NON-COLL 01 NONE 0 092,001 26 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY NCOL PRVTE W -E 007 092 26 N 11A WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ 01 DRVR INJB 58 M OR-Y 000 000 26 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 03695 N N N N Y 09/26/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 6P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ CAR 01 DRVR INJB 31 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJB 30 F 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG INJB 02 F 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 04 PSNG INJB 03 M 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 05 PSNG NO<5 01 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 58 M OR-Y 000 000 00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 54 F 028 000 02 04378 N N N N 11/07/2015 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 6P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DLIT INJ CAR 01 DRVR NONE 34 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 26 M 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 55 140: HILLSBORO-SILVERTON 117 - 119 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG INJC 16 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 29 F OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJC 05 M 000 000 00 05001 N N N N 12/13/2015 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 TURN-L 02 CITY SU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN PRVTE E -S 000 00 N 4P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ CAR 01 DRVR INJA 59 F OR-Y 028,004 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 27 M NONE 000 000 00 OR<25 04534 N N N N 11/17/2015 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 11A WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ CAR 01 DRVR INJC 45 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 60 F OR-Y 004,028 000 02 OR<25 03023 N N N N 08/09/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY SU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 11P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DLIT PDO CAR 01 DRVR NONE 58 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 32 F OR-Y 028,004 000 02 OR<25 04387 N N N N 11/07/2015 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 02 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN PRVTE W -E 000 00 N 3P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY PDO CAR 01 DRVR NONE 62 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 20 F OR-Y 028,004 000 02 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 57 140: HILLSBORO-SILVERTON 120 - 124 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02930 N N N N Y 07/14/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 013 02 CITY TH WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 12P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ CAR 01 DRVR INJB 34 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 013 00 CAR 01 DRVR INJB 24 M OR-Y 028,004 000 02 OR<25 03 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 24 M OTH-Y 000 000 00 N-RES 05078 N N N N N N 11/16/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 12P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 0 N DAY INJ CAR 01 DRVR INJB 61 F OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJB 16 F OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 11 F 000 000 00 05006 N N N N N N 11/11/2016 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 9 TURN-L 02 CITY FR WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN N/A E -S 000 00 N 10P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00385 N N N N 01/31/2017 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 013 04 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY ANGL PRVTE W -E 000 00 N 2P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAY INJ CAR 01 DRVR INJC 23 F OR-Y 020 000 04 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG NO<5 02 F 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG NO<5 01 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 59 140: HILLSBORO-SILVERTON 125 - 127 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 PRVTE N -S 000 013 00 CAR 01 DRVR NONE 39 M OR-Y 000 022 00 OR<25 02 NONE 0 PRVTE N -S 000 013 00 CAR 02 PSNG INJC 20 M 000 000 00 02 NONE 0 PRVTE N -S 000 013 00 CAR 03 PSNG INJC 39 F 000 000 00 03 NONE 0 STOP PRVTE S -N 012 013 00 CAR 01 DRVR NONE 60 F OR-Y 000 022 00 OR<25 04 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 36 F OR-Y 000 000 00 OR<25 04 NONE 0 STOP PRVTE S -N 012 00 CAR 02 PSNG INJC 15 M 000 000 00 02923 N N N N N N 07/20/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 04 CITY TH WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAY INJ CAR 01 DRVR INJC 25 F OTH-Y 020 000 04 N 45 9 3.52 -122 52 32.54 014000100S00 N-RES 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 22 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 73 M OTH-Y 000 000 00 N-RES 03299 N N N N N N 08/15/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 04 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 3P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAY INJ CAR 01 DRVR NONE 17 M OR-Y 097 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 51 M OR-Y 097 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 61 140: HILLSBORO-SILVERTON 128 - 130 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03425 N N N N 08/22/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY TU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 6A WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAWN INJ CAR 01 DRVR INJC 53 M OR-Y 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 46 M OR-Y 028,004 000 02 OR<25 03973 N N N N 09/23/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 1P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAY INJ CAR 01 DRVR NONE 27 F OR-Y 028,004 000 02 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 01 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG NO<5 01 F 000 000 00 01 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG NO<5 03 F 000 000 00 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 52 F OTH-Y 000 000 00 N-RES 02 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJB 12 F 000 000 00 05357 N N N N N N 12/10/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 04 CITY SU WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 6A WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAWN INJ CAR 01 DRVR NONE 37 F OR-Y 020 000 04 N 45 9 3.52 -122 52 32.54 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 17 F OR-Y 000 000 00 OR<25 01864 N N N N N N 05/13/2017 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 9 02 CITY SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N WET TURN N/A W -E 000 00 N 7P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DUSK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 TURN-L N/A E -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 63 140: HILLSBORO-SILVERTON 131 - 134 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 05408 N N N N N N 12/13/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 TURN-L 087 02 CITY WE WOODBURN MN 0 EVERGREEN RD CN N DRY TURN N/A E -S 000 00 N 12P WOODBURN UA 37.02 HILLSBORO-SILV HY 03 3 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.52 -122 52 32.54 014000100S00 UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00105 N N N N 01/05/2013 MARION 1 14 INTER 3-LEG N N CLR S-1STOP 01 NONE 0 TURN-L 004 07 NONE SA WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY REAR PRVTE S -W 000 00 N 7P WOODBURN UA 37.02 HILLSBORO-SILV HY 04 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 026 000 07 N 45 9 3.520476 -122 52 32.5341839 014000100S00 UNK 02 NONE 0 STOP PRVTE S -W 013 004 00 CAR 01 DRVR NONE 25 M OR-Y 000 000 00 OR<25 02511 N N N N 07/28/2014 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 TURN-R 02 CITY MO WOODBURN MN 0 EVERGREEN RD CN TRF SIGNAL N DRY TURN PRVTE S -E 000 00 N 11A WOODBURN UA 37.02 HILLSBORO-SILV HY 04 0 N DAY PDO CAR 01 DRVR NONE 75 F OR-Y 028 000 02 N 45 9 3.520548 -122 52 32.5358759 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 52 M OR-Y 000 000 00 OR<25 00243 N N N N 01/23/2013 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE WE WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 6P WOODBURN UA 37.04 EVERGREEN RD 04 N DLIT PDO CAR 01 DRVR NONE 26 M OR-Y 026 000 07 N 45 9 3.4965719 -122 52 31.094724 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 30 F OR-Y 000 000 00 OR<25 01715 N N N N 05/12/2015 MARION 1 14 Y N RAIN S-1STOP 01 NONE 0 07 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N WET REAR PRVTE E -W 022 00 N 12P WOODBURN UA 37.04 EVERGREEN RD 04 N DAY INJ CAR 01 DRVR NONE 23 M OR-Y 026 000 07 N 45 9 3.5 -122 52 31.1 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJB 20 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 65 140: HILLSBORO-SILVERTON 135 - 139 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01271 N N N N Y 04/09/2015 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 10A WOODBURN UA 37.04 EVERGREEN RD 04 N DAY INJ CAR 01 DRVR NONE 48 F OR-Y 026 000 07 N 45 9 3.5 -122 52 31.1 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 60 F OR-Y 000 000 00 OR<25 01364 N N N N N N 05/02/2013 MARION 1 14 N N CLR S-1STOP 01 NONE 0 07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) NONE N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 37.07 EVERGREEN RD 03 N DAY PDO CAR 01 DRVR NONE 53 M OR-Y 043,026 000 07 N 45 9 3.4607159 -122 52 28.9355159 014000100S00 (02) OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 43 F OR-Y 000 000 00 OR<25 04699 N N N N Y 10/21/2013 MARION 1 14 ALLEY N N CLR S-1STOP 01 LOG 1 006 07 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) NONE N DRY REAR PRVTE W -E 000 00 N 10A WOODBURN UA 37.08 OREGON WAY 03 N DAY INJ SEMI TOW 01 DRVR NONE 51 M OR-Y 043 000 07 N 45 9 3.448764 -122 52 28.2158039 014000100S00 (02) OR>25 02 NONE 0 STOP PRVTE W -E 011 006 00 CAR 01 DRVR INJC 50 M OR-Y 000 000 00 OR<25 04141 N N N N Y 10/26/2015 MARION 1 14 ALLEY N N CLR S-1TURN 01 NONE 0 07 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 37.09 OREGON WAY 03 N DAY PDO CAR 01 DRVR NONE 65 M OR-Y 043,042 000 07 N 45 9 3.44 -122 52 27.5 014000100S00 (04) OR<25 02 NONE 0 TURN-R PRVTE W -S 019 00 CAR 01 DRVR NONE 19 F OR-Y 000 000 00 OR<25 02269 N N N N Y 07/08/2014 MARION 1 14 N Y CLR FIX OBJ 01 NONE 0 040 05 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) NONE N DRY FIX PRVTE E -W 000 040 00 Y 8A WOODBURN UA 37.10 COUNTRY CLUB RD 01 N DAY INJ CAR 01 DRVR INJC 89 F OR-Y 039,014 000 05 N 45 9 3.424896 -122 52 26.778072 014000100S00 (02) OR<25 01881 N N N N N N 06/09/2013 MARION 1 14 ALLEY N Y CLR FIX OBJ 01 NONE 0 040,053 07,27 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) NONE N DRY FIX PRVTE W -E 007 040,053 00 Y 5P WOODBURN UA 37.11 OREGON WAY 01 N DAY INJ CAR 01 DRVR INJB 20 F OR-Y 043,016,081 017 07,27 N 45 9 3.412908 -122 52 26.056632 014000100S00 (02) OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 67 140: HILLSBORO-SILVERTON 140 - 145 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02518 N N N N 07/29/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 7A WOODBURN UA 37.11 OREGON WAY 03 N DAY INJ CAR 01 DRVR NONE 00 M OR-Y 026 000 07 N 45 9 3.412944 -122 52 26.0583239 014000100S00 (02) UNK 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 46 F OR-Y 000 000 00 OR<25 03750 N N N N 05/23/2014 MARION 1 14 N N CLR 01 NONE 1 07 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 8A WOODBURN UA 37.11 COUNTRY CLUB RD 04 N DAY PDO SEMI TOW 01 DRVR NONE 36 M OR-Y 042 000 07 N 45 9 3.41 -122 52 26.06 014000100S00 (02) OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 39 M OTH-Y 000 000 00 N-RES 00279 N N N N N N 01/26/2013 MARION 1 14 N N RAIN S-1STOP 01 NONE 0 002 27,07 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N WET REAR PRVTE E -W 000 00 N 4P WOODBURN UA 37.12 EVERGREEN RD 04 N DAY INJ CAR 01 DRVR NONE 27 F OR-Y 016,043,026 010 002 27,07 N 45 9 3.4009559 -122 52 25.3368839 014000100S00 (02) OR>25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG NO<5 04 F 000 000 00 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 49 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG INJC 40 F 000 000 00 00664 N N N N 03/02/2013 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 2P WOODBURN UA 37.12 OREGON WAY 03 N DAY PDO CAR 01 DRVR NONE 40 F OR-Y 026 000 07 N 45 9 3.4009559 -122 52 25.3368839 014000100S00 (02) OR>25 02 NONE 0 STOP UNKN W -E 011 00 UNKNOWN 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 69 140: HILLSBORO-SILVERTON 146 - 149 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00622 N N N N 02/22/2014 MARION 1 14 Y N CLR O-1STOP 01 NONE 0 10 NO RPT SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY SS-M PRVTE E -W 000 00 N 7P WOODBURN UA 37.12 OREGON WAY 03 N DLIT PDO CAR 01 DRVR NONE 21 M OR-Y 080 000 10 N 45 9 3.4009919 -122 52 25.338576 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 55 F OR-Y 000 000 00 OR<25 00756 N N N N 03/06/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 07 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N WET REAR PRVTE W -E 000 00 N 4P WOODBURN UA 37.12 OREGON WAY 03 N DAY INJ CAR 01 DRVR NONE 60 M OR-Y 026 000 07 N 45 9 3.4009919 -122 52 25.338576 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 52 M OR-Y 000 000 00 OR<25 02947 N N N N Y 08/28/2014 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 013 07 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4A WOODBURN UA 37.12 OREGON WAY 03 N DLIT INJ CAR 01 DRVR NONE 54 M NONE 026 000 07 N 45 9 3.4009919 -122 52 25.338576 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR INJC 50 M OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 44 M OR-Y 000 000 00 OR<25 00858 N N N N Y 03/09/2015 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 16 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5A WOODBURN UA 37.12 OREGON WAY 03 N DLIT INJ CAR 01 DRVR NONE 44 M OR-Y 026 025 16 N 45 9 3.4 -122 52 25.34 014000100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 45 M OR-Y 000 000 00 OR<25 01799 N N N N 06/03/2013 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 37.14 OREGON WAY 06 0 N DAY PDO CAR 01 DRVR NONE 29 M OR-Y 026 000 07 N 45 9 3.377052 -122 52 23.899116 014000100S00 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 71 140: HILLSBORO-SILVERTON 150 - 153 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 23 F OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 022 00 CAR 01 DRVR NONE 42 F OR-Y 000 000 00 OR<25 03551 N N N N 10/12/2013 MARION 1 14 INTER CROSS N N RAIN S-1STOP 01 NONE 0 07 NONE SA WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N WET REAR PRVTE W -E 000 00 N 8A WOODBURN UA 37.14 OREGON WAY 06 0 N DAY PDO CAR 01 DRVR NONE 20 F OR-Y 026 000 07 N 45 9 3.377052 -122 52 23.899116 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 34 M OR-Y 000 000 00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG NO<5 04 M 000 000 00 02 NONE 0 STOP PRVTE W -E 011 00 CAR 03 PSNG NO<5 04 M 000 000 00 02358 N N N N 06/24/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 04 CITY WE WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 2P WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR INJC 68 M OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 74 F OR-Y 020,004 000 04 OR<25 04095 N N N N 07/30/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 NO RPT TH WOODBURN MN 0 COUNTRY CLUB RD CN N DRY TURN PRVTE E -W 000 00 N 10A WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 54 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 35 F 000 000 00 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR NONE 63 M OR-Y 028,004 000 02 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 73 140: HILLSBORO-SILVERTON 154 - 157 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03457 N N N N Y 09/10/2015 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY TH WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN PRVTE W -N 000 00 N 5P WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY PDO CAR 01 DRVR NONE 73 M OR-Y 028,004 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 37 F OR-Y 000 000 00 OR<25 02265 N N N N N N 06/01/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 12P WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR INJC 73 M OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 70 F 000 000 00 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJB 51 F OR-Y 028,004 000 02 OR>25 02405 Y N N N N N 06/09/2016 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 013 04,30 CITY TH WOODBURN MN 0 COUNTRY CLUB RD CN L-GRN-SIG N WET TURN PRVTE E -W 022 00 N 5P WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 20 M OR-Y 050,097 000 30 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE W -N 022 013 00 CAR 01 DRVR INJC 68 F OR-Y 097 000 00 OR<25 03 NONE 0 STOP PRVTE N -S 011 00 CAR 01 DRVR NONE 68 F OR-Y 000 000 00 OR<25 02539 N N N N N N 06/26/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 5P WOODBURN UA 37.14 OREGON WAY 02 0 N DAY INJ CAR 01 DRVR NONE 23 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 69 F OR-Y 028,004 000 02 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 75 140: HILLSBORO-SILVERTON 158 - 161 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02748 N N N N N N 07/10/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 11A WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 74 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 67 M OR-Y 028,004 000 02 OR<25 03566 N N N N N N 08/30/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY WE WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN PRVTE W -N 000 00 N 3P WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY INJ CAR 01 DRVR NONE 65 M OR-Y 028,004 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 21 M OR-Y 000 000 00 OR<25 02542 N N N N N N 06/26/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 CITY MO WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN N/A E -W 000 00 N 4P WOODBURN UA 37.14 HILLSBORO-SILV HY 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK 02 NONE 9 TURN-L N/A W -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00357 N N N N N N 01/25/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 5P WOODBURN UA 37.14 OREGON WAY 03 0 N DUSK INJ CAR 01 DRVR NONE 21 F OR-Y 028 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJB 28 M OR-Y 000 000 00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJB 28 M 000 000 00 00835 N N N N N N 02/26/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 013 02 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 11A WOODBURN UA 37.14 OREGON WAY 03 0 N DAY INJ CAR 01 DRVR INJC 25 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 77 140: HILLSBORO-SILVERTON 162 - 165 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 44 M OTH-Y 028,004 000 02 N-RES 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 09 F 000 000 00 03 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 42 F OR-Y 000 000 00 OR<25 01597 N N N N N N 04/15/2016 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 12P WOODBURN UA 37.14 OREGON WAY 03 0 N DAY INJ CAR 01 DRVR INJB 82 F OR-Y 028,004 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJB 80 M OR-Y 000 000 00 OR<25 04550 N N N N N N 10/16/2016 MARION 1 14 INTER CROSS N N RAIN ANGL-OTH 01 NONE 0 013 04 CITY SU WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N WET ANGL PRVTE W -E 000 00 N 7P WOODBURN UA 37.14 HILLSBORO-SILV HY 03 0 N DLIT INJ CAR 01 DRVR NONE 18 M OR-Y 020 000 04 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE N -S 000 013 00 CAR 01 DRVR INJC 65 M OR-Y 000 000 00 OR<25 03 NONE 0 PRVTE S -N 022 00 CAR 01 DRVR INJC 69 F OR-Y 000 000 00 OR<25 01175 N N N N 03/21/2016 MARION 1 14 INTER CROSS N N CLD ANGL-OTH 01 NONE 9 087 04 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET ANGL N/A W -E 000 00 N 4P WOODBURN UA 37.14 OREGON WAY 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK 02 NONE 9 N/A N -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02631 N N N N N N 06/23/2016 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 9 02 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN N/A W -E 000 00 N 5P WOODBURN UA 37.14 OREGON WAY 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 79 140: HILLSBORO-SILVERTON 166 - 169 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 9 TURN-L N/A E -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01916 N N N N N N 05/16/2017 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P WOODBURN UA 37.14 OREGON WAY 03 0 N DAY INJ CAR 01 DRVR INJC 69 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJB 73 F OR-Y 028,004 000 02 OR<25 03558 N N N N N N 08/30/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P WOODBURN UA 37.14 OREGON WAY 03 0 N DAY INJ CAR 01 DRVR INJC 59 M OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 60 F OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 34 F 000 000 00 03720 N N N N N N 09/09/2017 MARION 1 14 INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 1P WOODBURN UA 37.14 OREGON WAY 03 0 N DAY INJ CAR 01 DRVR INJB 56 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 35 M OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJC 32 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG NO<5 04 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 04 PSNG INJC 56 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 81 140: HILLSBORO-SILVERTON 170 - 172 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 05 PSNG INJC 10 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 06 PSNG INJC 15 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 07 PSNG INJC 07 M 000 000 00 04253 N N N N Y 12/02/2013 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN PRVTE S -N 000 00 N 1P WOODBURN UA 37.14 OREGON WAY 04 0 N DAY INJ CAR 01 DRVR NONE 80 M OR-Y 000 000 00 N 45 9 3.377052 -122 52 23.899116 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE N -E 000 00 CAR 01 DRVR NONE 23 M OR-Y 004,028 000 02 OR<25 02 NONE 0 TURN-L PRVTE N -E 000 00 CAR 02 PSNG INJC 47 F 000 000 00 00823 N N N N 03/02/2017 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 NONE TH WOODBURN MN 0 COUNTRY CLUB RD CN TRF SIGNAL N DRY TURN N/A S -N 000 00 N 10A WOODBURN UA 37.14 HILLSBORO-SILV HY 04 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK 02 NONE 9 TURN-L N/A N -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01439 N N N N N N 05/07/2013 MARION 1 14 N N CLR S-1STOP 01 NONE 0 07 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 022 00 N 2P WOODBURN UA 37.15 COUNTRY CLUB RD 03 N DAY PDO CAR 01 DRVR NONE 42 M OR-Y 043,026 000 07 N 45 9 3.3672239 -122 52 23.18952 014000100S00 (02) OR>25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 77 M OR-Y 000 000 00 OR>25 03 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 20 M OR-Y 043,026 000 07 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 83 140: HILLSBORO-SILVERTON 173 - 176 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 05318 N N N N N N 12/08/2017 MARION 1 14 N N CLR 01 NONE 9 29 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR N/A W -E 000 00 N 9P WOODBURN UA 37.15 OREGON WAY 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.37 -122 52 23.19 014000100S00 (04) UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04412 N N N N Y 12/09/2014 MARION 1 14 N N CLD PRKD MV 01 NONE 0 17 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) L-TURN REF N WET HEAD PRVTE W -E 000 00 Y 10A WOODBURN UA 37.15 OREGON WAY 04 N DAY INJ CAR 01 DRVR INJC 90 M OR-Y 080 028 17 N 45 9 3.37 -122 52 23.19 014000100S00 (02) OR<25 02 NONE 0 PRKD-I PRVTE E -W 008 00 CAR 03916 N N N N N N 10/11/2015 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 013 27,07 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 00 N 5P WOODBURN UA 37.16 COUNTRY CLUB RD 04 N DAY INJ CAR 01 DRVR NONE 40 M OR-Y 016,043,026 038 27,07 N 45 9 3.36 -122 52 22.48 014000100S00 (02) OR<25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG NO<5 03 F 000 000 00 02 NONE 0 STOP PRVTE E -W 011 013 00 CAR 01 DRVR INJC 37 F OTH-Y 000 022 00 N-RES 02 NONE 0 STOP PRVTE E -W 011 013 00 CAR 02 PSNG INJC 29 M 000 000 00 03 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 28 M OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG INJC 27 F 000 000 00 01050 N N N N 03/17/2017 MARION 1 14 Y N RAIN S-1STOP 01 NONE 0 29 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY E (NONE) UNKNOWN N WET REAR PRVTE E -W 000 00 N 2P WOODBURN UA 37.19 COUNTRY CLUB RD 06 N DAY INJ CAR 01 DRVR NONE 24 M OR-Y 026 000 29 N 45 9 3.33 -122 52 20.36 014000100S00 (04) OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 85 140: HILLSBORO-SILVERTON 177 - 179 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 70 M OR-Y 000 000 00 OR>25 01946 N N N N Y 06/13/2014 MARION 1 11 1 INTER CROSS N Y CLD FIX OBJ 01 NONE 0 TURN-L 043 08 CITY FR WOODBURN CN 0 HILLSBORO-SILV HY SE TRF SIGNAL N WET FIX PRVTE E -SE 000 043 00 N 1A WOODBURN UA 36.72 SB EF HILLS-SILV C1 05 0 N DLIT PDO CAR 01 DRVR NONE 21 F NONE 001 000 08 N 45 9 3.95298 -122 52 56.1019079 0140AC100S00 OR<25 04004 N N N N 09/21/2017 MARION 1 11 2 CURVE N N CLR 01 NONE 9 29 NONE TH WOODBURN CN 0 NB EF HILLS-SILV C2 N (NONE) ONE-WAY N DRY REAR N/A S -N 000 00 N 3P WOODBURN UA 36.91 HILLSBORO-SILV HY 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.48 -122 52 44.67 0140AD100S00 (01) UNK 02 NONE 9 N/A S -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04341 N N N N N N 10/14/2017 MARION 1 11 3 CURVE N N CLR OVERTURN 01 NONE 0 001 10 STATE SA WOODBURN CN 0 NB EF HILLS-SILV C3 SE (NONE) UNKNOWN N DRY NCOL PRVTE SE-NW 000 00 N 2P WOODBURN UA 36.98 PACIFIC HY I-5 03 N DAY INJ 01 DRVR NONE 40 M OR-Y 079 000 001 10 N 45 9 1.96 -122 52 50.27 0140AG100S00 (01) OR>25 01 NONE 0 PRVTE SE-NW 000 00 02 PSNG INJC 42 F 000 000 001 00 00673 N N N N N N 02/20/2017 MARION 1 11 3 N Y RAIN FIX OBJ 01 NONE 0 079,010 27 STATE MO WOODBURN CN 0 NB EF HILLS-SILV C3 SE (NONE) ONE-WAY N WET FIX PRVTE SE-NW 000 079,010 00 Y 7A WOODBURN UA 37.15 PACIFIC HY I-5 01 N DAWN INJ CAR 01 DRVR INJC 21 F OR-Y 016,081 038 27 N 45 9 16.23 -122 52 36.25 0140AD100S00 (01) OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 36.70 to 37.19 01/01/2013 to 12/31/2017, Both Add and Non-Add mileage 07/18/2019 CDS380 Page: 87 140: HILLSBORO-SILVERTON 180 - 184 of 184 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02358 N N N 06/24/2015 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 04 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 2P 02 0 N DAY INJ CAR 01 DRVR INJC 68 M OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 74 F OR-Y 020,004 000 04 OR<25 04095 N N N 07/30/2015 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 NO RPT TH HILLSBORO-SILV HY CN N DRY TURN PRVTE E -W 000 00 N 10A 02 0 N DAY INJ CAR 01 DRVR NONE 54 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 35 F 000 000 00 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR NONE 63 M OR-Y 028,004 000 02 OR>25 03457 N N N Y 09/10/2015 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY TH HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -N 000 00 N 5P 02 0 N DAY PDO CAR 01 DRVR NONE 73 M OR-Y 028,004 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR NONE 37 F OR-Y 000 000 00 OR<25 02265 N N N N N 06/01/2016 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 12P 02 0 N DAY INJ CAR 01 DRVR INJC 73 M OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 01 NONE 0 PRVTE E -W 000 00 CAR 02 PSNG INJC 70 F 000 000 00 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJB 51 F OR-Y 028,004 000 02 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at COUNTRY CLUB RD, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 4 of 10 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04550 N N N N N 10/16/2016 14 COUNTRY CLUB RD INTER CROSS N N RAIN ANGL-OTH 01 NONE 0 013 04 CITY SU HILLSBORO-SILV HY CN TRF SIGNAL N WET ANGL PRVTE W -E 000 00 N 7P 03 0 N DLIT INJ CAR 01 DRVR NONE 18 M OR-Y 020 000 04 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE N -S 000 013 00 CAR 01 DRVR INJC 65 M OR-Y 000 000 00 OR<25 03 NONE 0 PRVTE S -N 022 00 CAR 01 DRVR INJC 69 F OR-Y 000 000 00 OR<25 02405 Y N N N N 06/09/2016 14 COUNTRY CLUB RD INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 013 04,30 CITY TH HILLSBORO-SILV HY CN L-GRN-SIG N WET TURN PRVTE E -W 022 00 N 5P 02 0 N DAY INJ CAR 01 DRVR NONE 20 M OR-Y 050,097 000 30 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE W -N 022 013 00 CAR 01 DRVR INJC 68 F OR-Y 097 000 00 OR<25 03 NONE 0 STOP PRVTE N -S 011 00 CAR 01 DRVR NONE 68 F OR-Y 000 000 00 OR<25 02748 N N N N N 07/10/2017 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 11A 02 0 N DAY INJ CAR 01 DRVR NONE 74 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 67 M OR-Y 028,004 000 02 OR<25 03566 N N N N N 08/30/2017 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY WE HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE W -N 000 00 N 3P 02 0 N DAY INJ CAR 01 DRVR NONE 65 M OR-Y 028,004 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 21 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at COUNTRY CLUB RD, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 5 - 8 of 10 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00823 N N N 03/02/2017 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 NONE TH HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A S -N 000 00 N 10A 04 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK 02 NONE 9 TURN-L N/A N -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02542 N N N N N 06/26/2017 14 COUNTRY CLUB RD INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 CITY MO HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A E -W 000 00 N 4P 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK 02 NONE 9 TURN-L N/A W -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at COUNTRY CLUB RD, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 5 CITY OF WOODBURN, MARION COUNTY 9 - 10 of 10 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01799 N N N 06/03/2013 14 HILLSBORO-SILV HY INTER CROSS N N CLR S-1STOP 01 NONE 0 07 CITY MO OREGON WAY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 4P 06 0 N DAY PDO CAR 01 DRVR NONE 29 M OR-Y 026 000 07 N 45 9 3.377052 -122 52 23.899116 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 013 00 CAR 01 DRVR NONE 23 F OR-Y 000 000 00 OR<25 03 NONE 0 STOP PRVTE W -E 022 00 CAR 01 DRVR NONE 42 F OR-Y 000 000 00 OR<25 03551 N N N 10/12/2013 14 HILLSBORO-SILV HY INTER CROSS N N RAIN S-1STOP 01 NONE 0 07 NONE SA OREGON WAY W TRF SIGNAL N WET REAR PRVTE W -E 000 00 N 8A 06 0 N DAY PDO CAR 01 DRVR NONE 20 F OR-Y 026 000 07 N 45 9 3.377052 -122 52 23.899116 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 34 M OR-Y 000 000 00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG NO<5 04 M 000 000 00 02 NONE 0 STOP PRVTE W -E 011 00 CAR 03 PSNG NO<5 04 M 000 000 00 04253 N N N Y 12/02/2013 14 HILLSBORO-SILV HY INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO OREGON WAY CN TRF SIGNAL N WET TURN PRVTE S -N 000 00 N 1P 04 0 N DAY INJ CAR 01 DRVR NONE 80 M OR-Y 000 000 00 N 45 9 3.377052 -122 52 23.899116 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE N -E 000 00 CAR 01 DRVR NONE 23 M OR-Y 004,028 000 02 OR<25 02 NONE 0 TURN-L PRVTE N -E 000 00 CAR 02 PSNG INJC 47 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at OREGON WAY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 3 of 12 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00357 N N N N N 01/25/2016 14 HILLSBORO-SILV HY INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY MO OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 5P 03 0 N DUSK INJ CAR 01 DRVR NONE 21 F OR-Y 028 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJB 28 M OR-Y 000 000 00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJB 28 M 000 000 00 00835 N N N N N 02/26/2016 14 HILLSBORO-SILV HY INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 013 02 CITY FR OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 11A 03 0 N DAY INJ CAR 01 DRVR INJC 25 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 44 M OTH-Y 028,004 000 02 N-RES 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 09 F 000 000 00 03 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 42 F OR-Y 000 000 00 OR<25 01597 N N N N N 04/15/2016 14 HILLSBORO-SILV HY INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY FR OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE E -S 000 00 N 12P 03 0 N DAY INJ CAR 01 DRVR INJB 82 F OR-Y 028,004 000 02 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJB 80 M OR-Y 000 000 00 OR<25 01175 N N N 03/21/2016 14 HILLSBORO-SILV HY INTER CROSS N N CLD ANGL-OTH 01 NONE 9 087 04 CITY MO OREGON WAY CN TRF SIGNAL N WET ANGL N/A W -E 000 00 N 4P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at OREGON WAY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 4 - 6 of 12 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 9 N/A N -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02631 N N N N N 06/23/2016 14 HILLSBORO-SILV HY INTER CROSS N N CLD O-1 L-TURN 01 NONE 9 02 CITY TH OREGON WAY CN TRF SIGNAL N WET TURN N/A W -E 000 00 N 5P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 UNK 02 NONE 9 TURN-L N/A E -S 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01916 N N N N N 05/16/2017 14 HILLSBORO-SILV HY INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY TU OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P 03 0 N DAY INJ CAR 01 DRVR INJC 69 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJB 73 F OR-Y 028,004 000 02 OR<25 02539 N N N N N 06/26/2017 14 HILLSBORO-SILV HY INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE E -W 000 00 N 5P 02 0 N DAY INJ CAR 01 DRVR NONE 23 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE W -N 000 00 CAR 01 DRVR INJC 69 F OR-Y 028,004 000 02 OR<25 03558 N N N N N 08/30/2017 14 HILLSBORO-SILV HY INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 2P 03 0 N DAY INJ CAR 01 DRVR INJC 59 M OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR>25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR NONE 60 F OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJB 34 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at OREGON WAY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 5 CITY OF WOODBURN, MARION COUNTY 7 - 11 of 12 Crash records shown. ---PAGE BREAK--- S D M SER# P R J S W DATE CLASS CITY STREET INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME FROM SECOND STREET DIRECT LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG LRS LOCTN (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03720 N N N N N 09/09/2017 14 HILLSBORO-SILV HY INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 02 CITY SA OREGON WAY CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 1P 03 0 N DAY INJ CAR 01 DRVR INJB 56 F OR-Y 000 000 00 N 45 9 3.38 -122 52 23.9 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 01 DRVR INJC 35 M OR-Y 028,004 000 02 OR<25 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 02 PSNG INJC 32 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 03 PSNG NO<5 04 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 04 PSNG INJC 56 F 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 05 PSNG INJC 10 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 06 PSNG INJC 15 M 000 000 00 02 NONE 0 TURN-L PRVTE E -S 000 00 CAR 07 PSNG INJC 07 M 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT URBAN NON-SYSTEM CRASH LISTING HILLSBORO-SILV HY at OREGON WAY, City of Woodburn, Marion County, 01/01/2013 to 12/31/2017 07/18/2019 CDS380 Page: 7 CITY OF WOODBURN, MARION COUNTY 12 - 12 of 12 Crash records shown. ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2034 Planning Horizon Evergeen Road Hooper Street 1 1 199 125 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 1,990 8,850 Minor Street* 1,250 2,650 No Condition B: Interruption of Continuous Traffic Major Street 1,990 13,300 Minor Street* 1,250 1,350 No Combination Warrant Major Street 1,990 10,640 Minor Street* 1,250 2,120 No * Minor street right-turning traffic volumes reduced by 25% Number of Lanes: Minor Street: Number of Lanes: PM Peak Hour Volumes: Major Street: PM Peak Hour Volumes: ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2034 Planning Horizon Evergreen Road Hayes Street 1 1 1136 452 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 11,360 8,850 Minor Street* 4,520 2,650 Yes Condition B: Interruption of Continuous Traffic Major Street 11,360 13,300 Minor Street* 4,520 1,350 No Combination Warrant Major Street 11,360 10,640 Minor Street* 4,520 2,120 Yes * Minor street right-turning traffic volumes reduced by 25% Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: PM Peak Hour Volumes: ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2024 + Phase 1 & 2 Evergreen Road Hayes Street 1 1 1014 376 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 10,140 8,850 Minor Street* 3,760 2,650 Yes Condition B: Interruption of Continuous Traffic Major Street 10,140 13,300 Minor Street* 3,760 1,350 No Combination Warrant Major Street 10,140 10,640 Minor Street* 3,760 2,120 No * Minor street right-turning traffic volumes reduced by 25% Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: PM Peak Hour Volumes: ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2022 + Phase 1 Evergreen Road Hayes Street 1 1 873 356 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 8,730 8,850 Minor Street* 3,560 2,650 No Condition B: Interruption of Continuous Traffic Major Street 8,730 13,300 Minor Street* 3,560 1,350 No Combination Warrant Major Street 8,730 10,640 Minor Street* 3,560 2,120 No * Minor street right-turning traffic volumes reduced by 25% Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: PM Peak Hour Volumes: ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2020 Existing Evergreen Road Stacey Allison 1 1 592 280 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 5,920 8,850 Minor Street* 2,800 2,650 No Condition B: Interruption of Continuous Traffic Major Street 5,920 13,300 Minor Street* 2,800 1,350 No Combination Warrant Major Street 5,920 10,640 Minor Street* 2,800 2,120 No * Minor street right-turning traffic volumes reduced by 25% Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: PM Peak Hour Volumes: ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2034 Planning Horizon Evergreen Road Stacey Allison 1 1 1361 385 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 13,610 8,850 Minor Street* 3,850 2,650 Yes Condition B: Interruption of Continuous Traffic Major Street 13,610 13,300 Minor Street* 3,850 1,350 Yes Combination Warrant Major Street 13,610 10,640 Minor Street* 3,850 2,120 Yes * Minor street right-turning traffic volumes reduced by 25% Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: PM Peak Hour Volumes: ---PAGE BREAK--- Traffic Signal Warrant Analysis Project: 19067 - Allison Way Apartments Date: 8/29/2019 Scenario: Year 2022 Background Evergreen Road Stacey Allison 1 1 1004 291 Warrant Used: X 100 percent of standard warrants used 70 percent of standard warrants used due to 85th percentile speed in excess of 40 mph or isolated community with population less than 10,000. Number of Lanes for Moving ADT on Major St. ADT on Minor St. Traffic on Each Approach: (total of both approaches) (higher-volume approach) WARRANT 1, CONDITION A 100% 70% 100% 70% Major St. Minor St. Warrants Warrants Warrants Warrants 1 1 8,850 6,200 2,650 1,850 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 WARRANT 1, CONDITION B 1 1 13,300 9,300 1,350 950 2 or more 1 15,900 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of the daily volume Approach Volumes Minimum Volumes Is Signal Warrant Met? Warrant 1 Condition A: Minimum Vehicular Volume Major Street 10,040 8,850 Minor Street* 2,910 2,650 Yes Condition B: Interruption of Continuous Traffic Major Street 10,040 13,300 Minor Street* 2,910 1,350 No Combination Warrant Major Street 10,040 10,640 Minor Street* 2,910 2,120 No * Minor street right-turning traffic volumes reduced by 25% Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: PM Peak Hour Volumes: ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 1 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 46 0 0 15 8 20 Future Vol, veh/h 46 0 0 15 8 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 56 0 0 18 10 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 40 22 34 0 - 0 Stage 1 22 - - - - - Stage 2 18 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 977 1061 1591 - - - Stage 1 1006 - - - - - Stage 2 1010 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 977 1061 1591 - - - Mov Cap-2 Maneuver 906 - - - - - Stage 1 1006 - - - - - Stage 2 1010 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1591 - 906 - - HCM Lane V/C Ratio - - 0.062 - - HCM Control Delay 0 - 9.2 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 2 Intersection Intersection Delay, s/veh 12.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 16 11 0 96 16 82 0 230 152 34 53 7 Future Vol, veh/h 16 11 0 96 16 82 0 230 152 34 53 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 2 2 2 Mvmt Flow 17 12 0 104 17 89 0 250 165 37 58 8 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 9 10.3 14.1 9.2 HCM LOS A B B A Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 59% 49% 36% Vol Thru, % 100% 60% 41% 8% 56% Vol Right, % 0% 40% 0% 42% 7% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 0 382 27 194 94 LT Vol 0 0 16 96 34 Through Vol 0 230 11 16 53 RT Vol 0 152 0 82 7 Lane Flow Rate 0 415 29 211 102 Geometry Grp 7 7 2 2 5 Degree of Util 0 0.57 0.047 0.298 0.148 Departure Headway (Hd) 5.218 4.938 5.735 5.091 5.205 Convergence, Y/N Yes Yes Yes Yes Yes Cap 0 727 628 700 682 Service Time 2.988 2.707 3.735 3.167 3.298 HCM Lane V/C Ratio 0 0.571 0.046 0.301 0.15 HCM Control Delay 8 14.1 9 10.3 9.2 HCM Lane LOS N B A B A HCM 95th-tile Q 0 3.6 0.1 1.2 0.5 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 101 15 26 253 97 47 Future Vol, veh/h 101 15 26 253 97 47 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 9 9 3 3 3 3 Mvmt Flow 109 16 28 272 104 51 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 460 131 155 0 - 0 Stage 1 130 - - - - - Stage 2 330 - - - - - Critical Hdwy 6.49 6.29 4.13 - - - Critical Hdwy Stg 1 5.49 - - - - - Critical Hdwy Stg 2 5.49 - - - - - Follow-up Hdwy 3.581 3.381 2.227 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 879 - - - - - Stage 2 713 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 632 - - - - - Stage 1 861 - - - - - Stage 2 713 - - - - - Approach EB NB SB HCM Control Delay, s 11.8 0.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1419 - 657 - - HCM Lane V/C Ratio 0.02 - 0.19 - - HCM Control Delay 7.6 - 11.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.7 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 305 162 0 332 278 0 0 0 161 0 131 Future Volume (veh/h) 0 305 162 0 332 278 0 0 0 161 0 131 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1641 1641 0 1627 1627 1573 0 1573 Adj Flow Rate, veh/h 0 328 0 0 357 0 173 0 141 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 8 8 0 9 9 13 0 13 Cap, veh/h 0 989 0 981 616 0 283 Arrive On Green 0.00 0.32 0.00 0.00 0.32 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3200 1391 0 3173 1379 2905 0 1333 Grp Volume(v), veh/h 0 328 0 0 357 0 173 0 141 Grp Sat Flow(s),veh/h/ln 0 1559 1391 0 1546 1379 1453 0 1333 Q Serve(g_s), s 0.0 1.5 0.0 0.0 1.7 0.0 1.0 0.0 1.8 Cycle Q Clear(g_c), s 0.0 1.5 0.0 0.0 1.7 0.0 1.0 0.0 1.8 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 989 0 981 616 0 283 V/C Ratio(X) 0.00 0.33 0.00 0.36 0.28 0.00 0.50 Avail Cap(c_a), veh/h 0 4810 0 4770 3267 0 1498 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.0 0.0 0.0 5.0 0.0 6.3 0.0 6.6 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.2 0.0 0.2 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.0 0.0 0.2 0.0 0.1 0.0 0.3 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.2 0.0 0.0 5.3 0.0 6.6 0.0 8.0 LOS A A A A A A A Approach Vol, veh/h 328 A 357 A 314 Approach Delay, s/veh 5.2 5.3 7.2 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 10.6 8.6 10.6 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 3.5 3.8 3.7 Green Ext Time s 2.2 1.0 2.4 Intersection Summary HCM 6th Ctrl Delay 5.8 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 288 200 0 418 626 142 0 308 0 0 0 Future Volume (veh/h) 0 288 200 0 418 626 142 0 308 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1668 1668 0 1695 1695 1627 1627 1627 Adj Flow Rate, veh/h 0 303 0 0 440 0 99 0 377 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 6 6 0 4 4 9 9 9 Cap, veh/h 0 1055 0 1073 408 0 726 Arrive On Green 0.00 0.33 0.00 0.00 0.33 0.00 0.26 0.00 0.26 Sat Flow, veh/h 0 3253 1414 0 3306 1437 1550 0 2758 Grp Volume(v), veh/h 0 303 0 0 440 0 99 0 377 Grp Sat Flow(s),veh/h/ln 0 1585 1414 0 1611 1437 1550 0 1379 Q Serve(g_s), s 0.0 1.6 0.0 0.0 2.4 0.0 1.1 0.0 2.6 Cycle Q Clear(g_c), s 0.0 1.6 0.0 0.0 2.4 0.0 1.1 0.0 2.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1055 0 1073 408 0 726 V/C Ratio(X) 0.00 0.29 0.00 0.41 0.24 0.00 0.52 Avail Cap(c_a), veh/h 0 4621 0 4697 1286 0 2289 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.5 0.0 0.0 5.7 0.0 6.5 0.0 7.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.3 0.0 0.3 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.2 0.0 0.0 0.4 0.0 0.2 0.0 0.4 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.6 0.0 0.0 6.0 0.0 6.8 0.0 7.6 LOS A A A A A A A Approach Vol, veh/h 303 A 440 A 476 Approach Delay, s/veh 5.6 6.0 7.4 Approach LOS A A A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 10.4 11.9 11.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 4.6 3.6 4.4 Green Ext Time s 1.6 2.1 3.1 Intersection Summary HCM 6th Ctrl Delay 6.5 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 6 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 556 180 0 952 0 98 Future Vol, veh/h 556 180 0 952 0 98 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 7 7 6 6 6 6 Mvmt Flow 585 189 0 1002 0 103 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 293 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.02 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.36 Pot Cap-1 Maneuver - 0 0 - 0 692 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 692 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 692 - - HCM Lane V/C Ratio 0.149 - - HCM Control Delay 11.1 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.5 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 521 52 128 564 6 297 15 142 5 9 24 Future Volume (veh/h) 45 521 52 128 564 6 297 15 142 5 9 24 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/ln 1641 1641 1641 1641 1641 1641 1709 1709 1709 1682 1682 1682 Adj Flow Rate, veh/h 49 566 0 139 613 7 334 0 0 5 10 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 8 8 8 8 8 3 3 3 5 5 5 Cap, veh/h 77 [PHONE REDACTED] 12 511 0 11 182 Arrive On Green 0.05 0.26 0.00 0.11 0.32 0.32 0.16 0.00 0.00 0.01 0.11 0.00 Sat Flow, veh/h 1563 3118 1391 1563 3157 36 3255 0 1448 1602 1682 1425 Grp Volume(v), veh/h 49 566 0 139 303 317 334 0 0 5 10 0 Grp Sat Flow(s),veh/h/ln 1563 1559 1391 1563 1559 1634 1628 0 1448 1602 1682 1425 Q Serve(g_s), s 1.5 8.1 0.0 4.3 8.1 8.1 4.8 0.0 0.0 0.2 0.3 0.0 Cycle Q Clear(g_c), s 1.5 8.1 0.0 4.3 8.1 8.1 4.8 0.0 0.0 0.2 0.3 0.0 Prop In Lane 1.00 1.00 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 77 818 172 503 528 511 0 11 182 V/C Ratio(X) 0.63 0.69 0.81 0.60 0.60 0.65 0.00 0.47 0.06 Avail Cap(c_a), veh/h 161 1256 290 [PHONE REDACTED] 0 161 644 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 23.2 16.5 0.0 21.6 14.1 14.1 19.7 0.0 0.0 24.6 19.9 0.0 Incr Delay (d2), s/veh 8.3 1.1 0.0 8.7 1.2 1.1 1.4 0.0 0.0 28.2 0.1 0.0 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/ln 0.7 2.6 0.0 1.8 2.6 2.7 1.8 0.0 0.0 0.1 0.1 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 31.4 17.6 0.0 30.3 15.3 15.2 21.1 0.0 0.0 52.7 20.0 0.0 LOS C B C B B C A D B Approach Vol, veh/h 615 A 759 334 A 15 A Approach Delay, s/veh 18.7 18.0 21.1 30.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.8 17.3 10.0 17.5 12.3 9.9 7.0 20.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 37.8 9.2 20.0 23.8 19.0 5.1 24.1 Max Q Clear Time (g_c+I1), s 2.2 0.0 6.3 10.1 6.8 2.3 3.5 10.1 Green Ext Time s 0.0 0.0 0.1 2.7 1.1 0.0 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 18.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 2020 Existing AM 9 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 22 570 8 5 608 16 7 1 8 8 7 68 Future Volume (veh/h) 22 570 8 5 608 16 7 1 8 8 7 68 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 0.99 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/ln 1627 1627 1627 1654 1654 1654 1682 1682 1682 1723 1723 1723 Adj Flow Rate, veh/h 24 613 9 5 654 17 8 1 9 9 8 73 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, % 9 9 9 7 7 7 5 5 5 2 2 2 Cap, veh/h 47 1267 19 11 1199 31 359 23 207 426 23 212 Arrive On Green 0.03 0.41 0.41 0.01 0.38 0.38 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 1550 3119 46 1576 3130 81 1185 145 1303 1294 146 1336 Grp Volume(v), veh/h 24 304 318 5 328 343 8 0 10 9 0 81 Grp Sat Flow(s),veh/h/ln1550 1546 1619 1576 1572 1639 1185 0 1447 1294 0 1482 Q Serve(g_s), s 0.5 4.6 4.6 0.1 5.1 5.1 0.2 0.0 0.2 0.2 0.0 1.5 Cycle Q Clear(g_c), s 0.5 4.6 4.6 0.1 5.1 5.1 1.7 0.0 0.2 0.4 0.0 1.5 Prop In Lane 1.00 0.03 1.00 0.05 1.00 0.90 1.00 0.90 Lane Grp Cap(c), veh/h 47 628 658 11 602 628 359 0 230 426 0 235 V/C Ratio(X) 0.52 0.48 0.48 0.47 0.55 0.55 0.02 0.00 0.04 0.02 0.00 0.34 Avail Cap(c_a), veh/h 467 2133 2233 375 2069 2158 1129 0 1171 1267 0 1199 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 15.1 6.9 6.9 15.6 7.6 7.6 12.6 0.0 11.2 11.4 0.0 11.8 Incr Delay (d2), s/veh 8.5 0.6 0.6 28.5 0.8 0.7 0.0 0.0 0.1 0.0 0.0 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/ln0.2 1.0 1.0 0.1 1.2 1.2 0.0 0.0 0.1 0.0 0.0 0.4 Unsig. Movement Delay, s/veh Delay(d),s/veh 23.6 7.5 7.5 44.1 8.4 8.3 12.6 0.0 11.3 11.4 0.0 12.7 LOS C A A D A A B A B B A B Approach Vol, veh/h 646 676 18 90 Approach Delay, s/veh 8.1 8.6 11.9 12.5 Approach LOS A A B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.5 4.7 17.3 9.5 5.4 16.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 3.7 2.1 6.6 3.5 2.5 7.1 Green Ext Time s 0.0 0.0 4.3 0.4 0.0 4.7 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 41 0 0 5 10 52 Future Vol, veh/h 41 0 0 5 10 52 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 5 5 33 33 4 4 Mvmt Flow 50 0 0 6 12 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 50 44 75 0 - 0 Stage 1 44 - - - - - Stage 2 6 - - - - - Critical Hdwy 6.45 6.25 4.43 - - - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.345 2.497 - - - Pot Cap-1 Maneuver 952 1018 1349 - - - Stage 1 971 - - - - - Stage 2 1009 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 952 1018 1349 - - - Mov Cap-2 Maneuver 882 - - - - - Stage 1 971 - - - - - Stage 2 1009 - - - - - Approach EB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1349 - 882 - - HCM Lane V/C Ratio - - 0.057 - - HCM Control Delay 0 - 9.3 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 2 Intersection Intersection Delay, s/veh 16.7 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 63 0 147 94 113 1 132 108 136 120 13 Future Vol, veh/h 21 63 0 147 94 113 1 132 108 136 120 13 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 Heavy Vehicles, % 4 4 4 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 72 0 167 107 128 1 150 123 155 136 15 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 11.3 19.5 14.9 16.3 HCM LOS B C B C Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 100% 0% 25% 42% 51% Vol Thru, % 0% 55% 75% 27% 45% Vol Right, % 0% 45% 0% 32% 5% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 1 240 84 354 269 LT Vol 1 0 21 147 136 Through Vol 0 132 63 94 120 RT Vol 0 108 0 113 13 Lane Flow Rate 1 273 95 402 306 Geometry Grp 7 7 2 2 5 Degree of Util 0.002 0.482 0.18 0.658 0.534 Departure Headway (Hd) 7.194 6.362 6.776 5.885 6.287 Convergence, Y/N Yes Yes Yes Yes Yes Cap 497 565 528 615 575 Service Time 4.943 4.11 4.836 3.903 4.315 HCM Lane V/C Ratio 0.002 0.483 0.18 0.654 0.532 HCM Control Delay 10 14.9 11.3 19.5 16.3 HCM Lane LOS A B B C C HCM 95th-tile Q 0 2.6 0.7 4.9 3.1 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 3 Intersection Int Delay, s/veh 6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 232 64 35 247 198 112 Future Vol, veh/h 232 64 35 247 198 112 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 4 4 2 2 Mvmt Flow 252 70 38 268 215 122 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 622 277 337 0 - 0 Stage 1 276 - - - - - Stage 2 346 - - - - - Critical Hdwy 6.42 6.22 4.14 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.236 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 771 - - - - - Stage 2 716 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 585 - - - - - Stage 1 747 - - - - - Stage 2 716 - - - - - Approach EB NB SB HCM Control Delay, s 17.1 1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1211 - 616 - - HCM Lane V/C Ratio 0.031 - 0.522 - - HCM Control Delay 8.1 - 17.1 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 3 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 684 401 0 648 465 0 0 0 496 0 320 Future Volume (veh/h) 0 684 401 0 648 465 0 0 0 496 0 320 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1723 0 1723 Adj Flow Rate, veh/h 0 728 0 0 689 0 528 0 340 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 2 0 2 Cap, veh/h 0 1277 0 1267 1089 0 499 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.34 0.00 0.34 Sat Flow, veh/h 0 3359 1460 0 3333 1448 3183 0 1460 Grp Volume(v), veh/h 0 728 0 0 689 0 528 0 340 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1591 0 1460 Q Serve(g_s), s 0.0 5.9 0.0 0.0 5.5 0.0 4.4 0.0 6.7 Cycle Q Clear(g_c), s 0.0 5.9 0.0 0.0 5.5 0.0 4.4 0.0 6.7 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1277 0 1267 1089 0 499 V/C Ratio(X) 0.00 0.57 0.00 0.54 0.48 0.00 0.68 Avail Cap(c_a), veh/h 0 2872 0 2849 2035 0 933 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 8.0 0.0 0.0 7.9 0.0 8.7 0.0 9.5 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.4 0.0 0.3 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.4 0.0 0.0 1.3 0.0 1.1 0.0 1.7 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 8.4 0.0 0.0 8.3 0.0 9.1 0.0 11.1 LOS A A A A A A B Approach Vol, veh/h 728 A 689 A 868 Approach Delay, s/veh 8.4 8.3 9.9 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 17.6 16.0 17.6 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 7.9 8.7 7.5 Green Ext Time s 5.2 2.8 4.9 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 967 203 0 876 266 248 0 448 0 0 0 Future Volume (veh/h) 0 967 203 0 876 266 248 0 448 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1695 1695 1695 Adj Flow Rate, veh/h 0 1029 0 0 932 0 176 0 571 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 4 4 4 Cap, veh/h 0 1589 0 1576 460 0 818 Arrive On Green 0.00 0.49 0.00 0.00 0.49 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 3359 1460 0 3333 1448 1615 0 2874 Grp Volume(v), veh/h 0 1029 0 0 932 0 176 0 571 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1615 0 1437 Q Serve(g_s), s 0.0 9.2 0.0 0.0 8.1 0.0 3.4 0.0 6.9 Cycle Q Clear(g_c), s 0.0 9.2 0.0 0.0 8.1 0.0 3.4 0.0 6.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1589 0 1576 460 0 818 V/C Ratio(X) 0.00 0.65 0.00 0.59 0.38 0.00 0.70 Avail Cap(c_a), veh/h 0 2715 0 2694 762 0 1357 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 7.6 0.0 0.0 7.3 0.0 11.2 0.0 12.5 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.4 0.0 0.5 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 2.1 0.0 0.0 1.9 0.0 1.0 0.0 1.9 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 8.0 0.0 0.0 7.6 0.0 11.8 0.0 13.6 LOS A A A A B A B Approach Vol, veh/h 1029 A 932 A 747 Approach Delay, s/veh 8.0 7.6 13.2 Approach LOS A A B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 15.7 23.5 23.5 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 8.9 11.2 10.1 Green Ext Time s 2.2 7.8 7.1 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 6 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1035 376 0 1142 0 107 Future Vol, veh/h 1035 376 0 1142 0 107 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 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 3 3 0 0 Mvmt Flow 1078 392 0 1190 0 111 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 539 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.9 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.3 Pot Cap-1 Maneuver - 0 0 - 0 492 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 492 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 14.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 492 - - HCM Lane V/C Ratio 0.227 - - HCM Control Delay 14.4 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.9 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 857 120 214 695 16 262 33 197 40 34 89 Future Volume (veh/h) 81 857 120 214 695 16 262 33 197 40 34 89 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/ln 1709 1709 1709 1709 1709 1709 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 85 902 0 225 732 17 301 0 0 42 36 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 2 2 2 2 2 2 Cap, veh/h 106 1128 269 1451 34 406 0 67 146 Arrive On Green 0.07 0.35 0.00 0.17 0.45 0.45 0.12 0.00 0.00 0.04 0.08 0.00 Sat Flow, veh/h 1628 3247 1448 1628 3243 75 3281 0 1460 1641 1723 1460 Grp Volume(v), veh/h 85 902 0 225 366 383 301 0 0 42 36 0 Grp Sat Flow(s),veh/h/ln 1628 1624 1448 1628 1624 1695 1641 0 1460 1641 1723 1460 Q Serve(g_s), s 3.3 16.2 0.0 8.6 10.4 10.4 5.7 0.0 0.0 1.6 1.3 0.0 Cycle Q Clear(g_c), s 3.3 16.2 0.0 8.6 10.4 10.4 5.7 0.0 0.0 1.6 1.3 0.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 106 1128 269 726 758 406 0 67 146 V/C Ratio(X) 0.80 0.80 0.84 0.50 0.50 0.74 0.00 0.62 0.25 Avail Cap(c_a), veh/h 272 1384 366 785 820 534 0 175 521 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 29.7 19.0 0.0 26.1 12.7 12.7 27.3 0.0 0.0 30.5 27.6 0.0 Incr Delay (d2), s/veh 12.7 2.8 0.0 11.6 0.5 0.5 3.9 0.0 0.0 9.1 0.9 0.0 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/ln 1.6 6.0 0.0 4.0 3.4 3.6 2.4 0.0 0.0 0.8 0.5 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 42.5 21.8 0.0 37.7 13.3 13.3 31.2 0.0 0.0 39.6 28.5 0.0 LOS D C D B B C A D C Approach Vol, veh/h 987 A 974 301 A 78 A Approach Delay, s/veh 23.6 18.9 31.2 34.5 Approach LOS C B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.1 15.3 15.2 26.9 12.5 10.0 8.7 33.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.9 23.1 14.5 27.5 10.5 19.5 10.8 31.2 Max Q Clear Time (g_c+I1), s 3.6 0.0 10.6 18.2 7.7 3.3 5.3 12.4 Green Ext Time s 0.0 0.0 0.2 4.2 0.3 0.1 0.1 4.6 Intersection Summary HCM 6th Ctrl Delay 23.0 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2020 Existing PM 9 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 947 19 15 858 58 7 21 5 85 36 55 Future Volume (veh/h) 107 947 19 15 858 58 7 21 5 85 36 55 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 0.99 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/ln 1695 1695 1695 1709 1709 1709 1709 1709 1709 1723 1723 1723 Adj Flow Rate, veh/h 111 986 20 16 894 60 7 22 5 89 38 57 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 4 4 3 3 3 3 3 3 2 2 2 Cap, veh/h 140 1653 34 33 1376 92 278 195 44 339 90 135 Arrive On Green 0.09 0.51 0.51 0.02 0.45 0.45 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1615 3228 65 1628 3087 207 1189 1348 306 1274 622 933 Grp Volume(v), veh/h 111 492 514 16 470 484 7 0 27 89 0 95 Grp Sat Flow(s),veh/h/ln1615 1611 1683 1628 1624 1670 1189 0 1654 1274 0 1555 Q Serve(g_s), s 2.8 9.0 9.0 0.4 9.5 9.5 0.2 0.0 0.6 2.7 0.0 2.3 Cycle Q Clear(g_c), s 2.8 9.0 9.0 0.4 9.5 9.5 2.6 0.0 0.6 3.3 0.0 2.3 Prop In Lane 1.00 0.04 1.00 0.12 1.00 0.19 1.00 0.60 Lane Grp Cap(c), veh/h 140 825 862 33 724 745 278 0 240 339 0 226 V/C Ratio(X) 0.79 0.60 0.60 0.48 0.65 0.65 0.03 0.00 0.11 0.26 0.00 0.42 Avail Cap(c_a), veh/h 367 1674 1750 292 1610 1657 830 0 1008 930 0 947 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 18.7 7.2 7.2 20.3 9.0 9.0 17.5 0.0 15.5 17.0 0.0 16.3 Incr Delay (d2), s/veh 9.7 0.7 0.7 10.6 1.0 1.0 0.0 0.0 0.2 0.4 0.0 1.2 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/ln1.3 2.1 2.2 0.2 2.6 2.6 0.1 0.0 0.2 0.7 0.0 0.8 Unsig. Movement Delay, s/veh Delay(d),s/veh 28.4 7.9 7.8 30.9 10.0 10.0 17.5 0.0 15.8 17.4 0.0 17.5 LOS C A A C B B B A B B A B Approach Vol, veh/h 1117 970 34 184 Approach Delay, s/veh 9.9 10.4 16.1 17.5 Approach LOS A B B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 10.6 5.3 25.9 10.6 8.1 23.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 4.6 2.4 11.0 5.3 4.8 11.5 Green Ext Time s 0.1 0.0 7.8 0.7 0.1 7.2 Intersection Summary HCM 6th Ctrl Delay 10.8 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 1 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 48 0 0 16 8 21 Future Vol, veh/h 48 0 0 16 8 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 59 0 0 20 10 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 43 23 36 0 - 0 Stage 1 23 - - - - - Stage 2 20 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 973 1060 1588 - - - Stage 1 1005 - - - - - Stage 2 1008 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 973 1060 1588 - - - Mov Cap-2 Maneuver 904 - - - - - Stage 1 1005 - - - - - Stage 2 1008 - - - - - Approach EB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1588 - 904 - - HCM Lane V/C Ratio - - 0.065 - - HCM Control Delay 0 - 9.3 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 2 Intersection Intersection Delay, s/veh 46.2 Intersection LOS E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 96 12 0 100 17 104 0 437 158 41 117 31 Future Vol, veh/h 96 12 0 100 17 104 0 437 158 41 117 31 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 2 2 2 Mvmt Flow 104 13 0 109 18 113 0 475 172 45 127 34 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 12.6 14.5 74.5 13.1 HCM LOS B B F B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 89% 45% 22% Vol Thru, % 100% 73% 11% 8% 62% Vol Right, % 0% 27% 0% 47% 16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 0 595 108 221 189 LT Vol 0 0 96 100 41 Through Vol 0 437 12 17 117 RT Vol 0 158 0 104 31 Lane Flow Rate 0 647 117 240 205 Geometry Grp 7 7 2 2 5 Degree of Util 0 1.052 0.231 0.428 0.358 Departure Headway (Hd) 6.043 5.855 7.361 6.642 6.483 Convergence, Y/N Yes Yes Yes Yes Yes Cap 0 621 491 545 559 Service Time 3.803 3.614 5.361 4.642 4.483 HCM Lane V/C Ratio 0 1.042 0.238 0.44 0.367 HCM Control Delay 8.8 74.5 12.6 14.5 13.1 HCM Lane LOS N F B B B HCM 95th-tile Q 0 17.6 0.9 2.1 1.6 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 3 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 105 16 27 559 193 49 Future Vol, veh/h 105 16 27 559 193 49 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 9 9 3 3 3 3 Mvmt Flow 113 17 29 601 208 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 896 236 261 0 - 0 Stage 1 235 - - - - - Stage 2 661 - - - - - Critical Hdwy 6.49 6.29 4.13 - - - Critical Hdwy Stg 1 5.49 - - - - - Critical Hdwy Stg 2 5.49 - - - - - Follow-up Hdwy 3.581 3.381 2.227 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 788 - - - - - Stage 2 501 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 433 - - - - - Stage 1 771 - - - - - Stage 2 501 - - - - - Approach EB NB SB HCM Control Delay, s 15.9 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1298 - 460 - - HCM Lane V/C Ratio 0.022 - 0.283 - - HCM Control Delay 7.8 - 15.9 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 1.2 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 314 293 0 356 414 0 0 0 219 0 136 Future Volume (veh/h) 0 314 293 0 356 414 0 0 0 219 0 136 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1641 1641 0 1627 1627 1573 0 1573 Adj Flow Rate, veh/h 0 338 0 0 383 0 235 0 146 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 8 8 0 9 9 13 0 13 Cap, veh/h 0 1013 0 1005 657 0 301 Arrive On Green 0.00 0.32 0.00 0.00 0.32 0.00 0.23 0.00 0.23 Sat Flow, veh/h 0 3200 1391 0 3173 1379 2905 0 1333 Grp Volume(v), veh/h 0 338 0 0 383 0 235 0 146 Grp Sat Flow(s),veh/h/ln 0 1559 1391 0 1546 1379 1453 0 1333 Q Serve(g_s), s 0.0 1.6 0.0 0.0 1.9 0.0 1.4 0.0 1.9 Cycle Q Clear(g_c), s 0.0 1.6 0.0 0.0 1.9 0.0 1.4 0.0 1.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1013 0 1005 657 0 301 V/C Ratio(X) 0.00 0.33 0.00 0.38 0.36 0.00 0.48 Avail Cap(c_a), veh/h 0 4588 0 4550 3117 0 1430 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.1 0.0 0.0 5.2 0.0 6.5 0.0 6.7 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.2 0.0 0.3 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.0 0.0 0.2 0.0 0.2 0.0 0.3 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.3 0.0 0.0 5.5 0.0 6.9 0.0 8.0 LOS A A A A A A A Approach Vol, veh/h 338 A 383 A 381 Approach Delay, s/veh 5.3 5.5 7.3 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.0 9.0 11.0 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 3.6 3.9 3.9 Green Ext Time s 2.3 1.2 2.6 Intersection Summary HCM 6th Ctrl Delay 6.0 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 344 208 0 566 810 148 0 347 0 0 0 Future Volume (veh/h) 0 344 208 0 566 810 148 0 347 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1668 1668 0 1695 1695 1627 1627 1627 Adj Flow Rate, veh/h 0 362 0 0 596 0 104 0 421 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 6 6 0 4 4 9 9 9 Cap, veh/h 0 1220 0 1240 417 0 743 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.27 0.00 0.27 Sat Flow, veh/h 0 3253 1414 0 3306 1437 1550 0 2758 Grp Volume(v), veh/h 0 362 0 0 596 0 104 0 421 Grp Sat Flow(s),veh/h/ln 0 1585 1414 0 1611 1437 1550 0 1379 Q Serve(g_s), s 0.0 2.1 0.0 0.0 3.6 0.0 1.4 0.0 3.4 Cycle Q Clear(g_c), s 0.0 2.1 0.0 0.0 3.6 0.0 1.4 0.0 3.4 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1220 0 1240 417 0 743 V/C Ratio(X) 0.00 0.30 0.00 0.48 0.25 0.00 0.57 Avail Cap(c_a), veh/h 0 3956 0 4020 1101 0 1959 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.6 0.0 0.0 6.0 0.0 7.5 0.0 8.2 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.3 0.0 0.3 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.3 0.0 0.0 0.6 0.0 0.3 0.0 0.7 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.7 0.0 0.0 6.3 0.0 7.8 0.0 8.9 LOS A A A A A A A Approach Vol, veh/h 362 A 596 A 525 Approach Delay, s/veh 5.7 6.3 8.7 Approach LOS A A A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 11.5 14.5 14.5 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 5.4 4.1 5.6 Green Ext Time s 1.7 2.5 4.4 Intersection Summary HCM 6th Ctrl Delay 7.0 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 6 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 699 187 0 1290 0 98 Future Vol, veh/h 699 187 0 1290 0 98 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 7 7 6 6 6 6 Mvmt Flow 736 197 0 1358 0 103 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 368 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.02 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.36 Pot Cap-1 Maneuver - 0 0 - 0 618 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 618 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 12 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 618 - - HCM Lane V/C Ratio 0.167 - - HCM Control Delay 12 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.6 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 578 139 140 626 6 583 16 164 5 10 25 Future Volume (veh/h) 47 578 139 140 626 6 583 16 164 5 10 25 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/ln 1641 1641 1641 1641 1641 1641 1709 1709 1709 1682 1682 1682 Adj Flow Rate, veh/h 51 628 0 152 680 7 646 0 0 5 11 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 8 8 8 8 8 3 3 3 5 5 5 Cap, veh/h 73 [PHONE REDACTED] 11 810 0 11 147 Arrive On Green 0.05 0.26 0.00 0.12 0.33 0.33 0.25 0.00 0.00 0.01 0.09 0.00 Sat Flow, veh/h 1563 3118 1391 1563 3161 33 3255 0 1448 1602 1682 1425 Grp Volume(v), veh/h 51 628 0 152 335 352 646 0 0 5 11 0 Grp Sat Flow(s),veh/h/ln 1563 1559 1391 1563 1559 1635 1628 0 1448 1602 1682 1425 Q Serve(g_s), s 2.0 11.7 0.0 5.9 11.5 11.5 11.6 0.0 0.0 0.2 0.4 0.0 Cycle Q Clear(g_c), s 2.0 11.7 0.0 5.9 11.5 11.5 11.6 0.0 0.0 0.2 0.4 0.0 Prop In Lane 1.00 1.00 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 73 800 185 512 537 810 0 11 147 V/C Ratio(X) 0.69 0.78 0.82 0.66 0.66 0.80 0.00 0.47 0.07 Avail Cap(c_a), veh/h 128 999 230 [PHONE REDACTED] 0 128 512 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 29.3 21.6 0.0 26.9 17.9 17.9 22.0 0.0 0.0 30.9 26.2 0.0 Incr Delay (d2), s/veh 11.1 3.3 0.0 17.1 2.0 1.9 2.1 0.0 0.0 28.8 0.2 0.0 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/ln 0.9 4.3 0.0 3.0 4.0 4.2 4.4 0.0 0.0 0.2 0.2 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 40.4 24.9 0.0 43.9 20.0 19.9 24.1 0.0 0.0 59.7 26.4 0.0 LOS D C D B B C A E C Approach Vol, veh/h 679 A 839 646 A 16 A Approach Delay, s/veh 26.1 24.3 24.1 36.8 Approach LOS C C C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.9 25.1 11.9 20.5 20.0 10.0 7.4 25.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 37.8 9.2 20.0 23.8 19.0 5.1 24.1 Max Q Clear Time (g_c+I1), s 2.2 0.0 7.9 13.7 13.6 2.4 4.0 13.5 Green Ext Time s 0.0 0.0 0.0 2.2 1.9 0.0 0.0 3.2 Intersection Summary HCM 6th Ctrl Delay 24.9 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background AM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 23 588 13 5 655 17 23 7 8 8 7 71 Future Volume (veh/h) 23 588 13 5 655 17 23 7 8 8 7 71 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 0.99 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/ln 1627 1627 1627 1654 1654 1654 1682 1682 1682 1723 1723 1723 Adj Flow Rate, veh/h 25 632 14 5 704 18 25 8 9 9 8 76 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, % 9 9 9 7 7 7 5 5 5 2 2 2 Cap, veh/h 48 1312 29 11 1252 32 343 111 125 407 22 206 Arrive On Green 0.03 0.42 0.42 0.01 0.40 0.40 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1550 3092 68 1576 3131 80 1181 [PHONE REDACTED] 141 1340 Grp Volume(v), veh/h 25 316 330 5 353 369 25 0 17 9 0 84 Grp Sat Flow(s),veh/h/ln1550 1546 1614 1576 1572 1639 1181 0 1535 1286 0 1481 Q Serve(g_s), s 0.5 4.8 4.8 0.1 5.7 5.7 0.6 0.0 0.3 0.2 0.0 1.7 Cycle Q Clear(g_c), s 0.5 4.8 4.8 0.1 5.7 5.7 2.3 0.0 0.3 0.5 0.0 1.7 Prop In Lane 1.00 0.04 1.00 0.05 1.00 0.53 1.00 0.90 Lane Grp Cap(c), veh/h 48 656 685 11 629 656 343 0 236 407 0 228 V/C Ratio(X) 0.52 0.48 0.48 0.47 0.56 0.56 0.07 0.00 0.07 0.02 0.00 0.37 Avail Cap(c_a), veh/h 453 2068 2160 363 2006 2093 1088 0 1204 1218 0 1162 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 15.5 6.8 6.8 16.1 7.6 7.6 13.4 0.0 11.8 12.0 0.0 12.3 Incr Delay (d2), s/veh 8.4 0.5 0.5 28.5 0.8 0.8 0.1 0.0 0.1 0.0 0.0 1.0 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/ln0.3 1.0 1.1 0.1 1.3 1.3 0.1 0.0 0.1 0.0 0.0 0.5 Unsig. Movement Delay, s/veh Delay(d),s/veh 23.9 7.3 7.3 44.6 8.3 8.3 13.5 0.0 11.9 12.0 0.0 13.3 LOS C A A D A A B A B B A B Approach Vol, veh/h 671 727 42 93 Approach Delay, s/veh 7.9 8.6 12.8 13.2 Approach LOS A A B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.5 4.7 18.3 9.5 5.5 17.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 4.3 2.1 6.8 3.7 2.5 7.7 Green Ext Time s 0.1 0.0 4.5 0.4 0.0 5.1 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 42 0 0 5 11 54 Future Vol, veh/h 42 0 0 5 11 54 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 5 5 33 33 4 4 Mvmt Flow 51 0 0 6 13 66 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 52 46 79 0 - 0 Stage 1 46 - - - - - Stage 2 6 - - - - - Critical Hdwy 6.45 6.25 4.43 - - - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.345 2.497 - - - Pot Cap-1 Maneuver 949 1015 1344 - - - Stage 1 969 - - - - - Stage 2 1009 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 949 1015 1344 - - - Mov Cap-2 Maneuver 880 - - - - - Stage 1 969 - - - - - Stage 2 1009 - - - - - Approach EB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1344 - 880 - - HCM Lane V/C Ratio - - 0.058 - - HCM Control Delay 0 - 9.3 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 2 Intersection Intersection Delay, s/veh 87.4 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 66 0 153 98 137 1 335 108 142 187 38 Future Vol, veh/h 101 66 0 153 98 137 1 335 108 142 187 38 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 Heavy Vehicles, % 4 4 4 2 2 2 2 2 2 2 2 2 Mvmt Flow 115 75 0 174 111 156 1 381 123 161 213 43 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 23.8 73.4 137.9 70.2 HCM LOS C F F F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 100% 0% 60% 39% 39% Vol Thru, % 0% 76% 40% 25% 51% Vol Right, % 0% 24% 0% 35% 10% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 1 443 167 388 367 LT Vol 1 0 101 153 142 Through Vol 0 335 66 98 187 RT Vol 0 108 0 137 38 Lane Flow Rate 1 503 190 441 417 Geometry Grp 7 7 2 2 5 Degree of Util 0.003 1.2 0.509 0.996 0.977 Departure Headway (Hd) 9.28 8.583 10.462 8.739 9.053 Convergence, Y/N Yes Yes Yes Yes Yes Cap 385 423 347 419 405 Service Time 7.059 6.362 8.462 6.739 7.053 HCM Lane V/C Ratio 0.003 1.189 0.548 1.053 1.03 HCM Control Delay 12.1 138.2 23.8 73.4 70.2 HCM Lane LOS B F C F F HCM 95th-tile Q 0 19.8 2.8 12.3 11.5 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 3 Intersection Int Delay, s/veh 8.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 241 67 36 553 298 117 Future Vol, veh/h 241 67 36 553 298 117 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 4 4 2 2 Mvmt Flow 262 73 39 601 324 127 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1069 389 451 0 - 0 Stage 1 388 - - - - - Stage 2 681 - - - - - Critical Hdwy 6.42 6.22 4.14 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.236 - - - Pot Cap-1 Maneuver ~ [PHONE REDACTED] - - - Stage 1 686 - - - - - Stage 2 503 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ [PHONE REDACTED] - - - Mov Cap-2 Maneuver 406 - - - - - Stage 1 662 - - - - - Stage 2 503 - - - - - Approach EB NB SB HCM Control Delay, s 34.2 0.5 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1099 - 443 - - HCM Lane V/C Ratio 0.036 - 0.756 - - HCM Control Delay 8.4 - 34.2 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0.1 - 6.3 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 695 541 0 674 608 0 0 0 554 0 333 Future Volume (veh/h) 0 695 541 0 674 608 0 0 0 554 0 333 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1723 0 1723 Adj Flow Rate, veh/h 0 739 0 0 717 0 589 0 354 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 2 0 2 Cap, veh/h 0 1273 0 1263 1120 0 514 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 3359 1460 0 3333 1448 3183 0 1460 Grp Volume(v), veh/h 0 739 0 0 717 0 589 0 354 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1591 0 1460 Q Serve(g_s), s 0.0 6.2 0.0 0.0 6.0 0.0 5.1 0.0 7.2 Cycle Q Clear(g_c), s 0.0 6.2 0.0 0.0 6.0 0.0 5.1 0.0 7.2 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1273 0 1263 1120 0 514 V/C Ratio(X) 0.00 0.58 0.00 0.57 0.53 0.00 0.69 Avail Cap(c_a), veh/h 0 2780 0 2758 1970 0 904 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 8.4 0.0 0.0 8.3 0.0 8.9 0.0 9.6 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.4 0.0 0.4 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.5 0.0 0.0 1.5 0.0 1.3 0.0 1.8 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 8.8 0.0 0.0 8.7 0.0 9.3 0.0 11.3 LOS A A A A A A B Approach Vol, veh/h 739 A 717 A 943 Approach Delay, s/veh 8.8 8.7 10.1 Approach LOS A A B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 18.0 16.7 18.0 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 8.2 9.2 8.0 Green Ext Time s 5.2 3.0 5.1 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1029 211 0 1028 435 258 0 487 0 0 0 Future Volume (veh/h) 0 1029 211 0 1028 435 258 0 487 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1695 1695 1695 Adj Flow Rate, veh/h 0 1095 0 0 1094 0 183 0 616 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 4 4 4 Cap, veh/h 0 1619 0 1606 473 0 841 Arrive On Green 0.00 0.49 0.00 0.00 0.49 0.00 0.29 0.00 0.29 Sat Flow, veh/h 0 3359 1460 0 3333 1448 1615 0 2874 Grp Volume(v), veh/h 0 1095 0 0 1094 0 183 0 616 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1615 0 1437 Q Serve(g_s), s 0.0 10.8 0.0 0.0 10.9 0.0 3.8 0.0 8.2 Cycle Q Clear(g_c), s 0.0 10.8 0.0 0.0 10.9 0.0 3.8 0.0 8.2 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1619 0 1606 473 0 841 V/C Ratio(X) 0.00 0.68 0.00 0.68 0.39 0.00 0.73 Avail Cap(c_a), veh/h 0 2514 0 2494 706 0 1256 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 8.1 0.0 0.0 8.1 0.0 11.9 0.0 13.5 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 2.6 0.0 0.0 2.6 0.0 1.2 0.0 2.3 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 8.6 0.0 0.0 8.7 0.0 12.5 0.0 14.7 LOS A A A A B A B Approach Vol, veh/h 1095 A 1094 A 799 Approach Delay, s/veh 8.6 8.7 14.2 Approach LOS A A B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 16.9 25.4 25.4 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 10.2 12.8 12.9 Green Ext Time s 2.2 8.1 8.1 Intersection Summary HCM 6th Ctrl Delay 10.1 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 6 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1181 392 0 1482 0 107 Future Vol, veh/h 1181 392 0 1482 0 107 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 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 3 3 0 0 Mvmt Flow 1230 408 0 1544 0 111 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 615 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.9 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.3 Pot Cap-1 Maneuver - 0 0 - 0 439 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 439 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 16 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 439 - - HCM Lane V/C Ratio 0.254 - - HCM Control Delay 16 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 1 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 917 210 230 757 17 547 34 219 40 35 92 Future Volume (veh/h) 84 917 210 230 757 17 547 34 219 40 35 92 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/ln 1709 1709 1709 1709 1709 1709 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 88 965 0 242 797 18 602 0 0 42 37 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 2 2 2 2 2 2 Cap, veh/h 110 1047 250 1326 30 686 0 64 128 Arrive On Green 0.07 0.32 0.00 0.15 0.41 0.41 0.21 0.00 0.00 0.04 0.07 0.00 Sat Flow, veh/h 1628 3247 1448 1628 3246 73 3281 0 1460 1641 1723 1460 Grp Volume(v), veh/h 88 965 0 242 399 416 602 0 0 42 37 0 Grp Sat Flow(s),veh/h/ln 1628 1624 1448 1628 1624 1696 1641 0 1460 1641 1723 1460 Q Serve(g_s), s 4.0 21.4 0.0 11.1 14.4 14.4 13.3 0.0 0.0 1.9 1.5 0.0 Cycle Q Clear(g_c), s 4.0 21.4 0.0 11.1 14.4 14.4 13.3 0.0 0.0 1.9 1.5 0.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 110 1047 250 664 693 686 0 64 128 V/C Ratio(X) 0.80 0.92 0.97 0.60 0.60 0.88 0.00 0.66 0.29 Avail Cap(c_a), veh/h 172 1064 250 664 693 724 0 151 449 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 34.4 24.4 0.0 31.5 17.3 17.3 28.6 0.0 0.0 35.4 32.8 0.0 Incr Delay (d2), s/veh 13.4 12.7 0.0 47.5 1.5 1.5 11.4 0.0 0.0 10.9 1.2 0.0 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/ln 1.9 9.5 0.0 7.5 5.3 5.5 6.2 0.0 0.0 0.9 0.7 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 47.8 37.1 0.0 79.0 18.8 18.8 40.1 0.0 0.0 46.4 34.0 0.0 LOS D D E B B D A D C Approach Vol, veh/h 1053 A 1057 602 A 79 A Approach Delay, s/veh 38.0 32.6 40.1 40.6 Approach LOS D C D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.4 22.8 16.0 28.6 20.1 10.0 9.5 35.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.9 29.1 11.5 24.5 16.5 19.5 7.9 28.1 Max Q Clear Time (g_c+I1), s 3.9 0.0 13.1 23.4 15.3 3.5 6.0 16.4 Green Ext Time s 0.0 0.0 0.0 0.7 0.3 0.1 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 36.5 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background PM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 111 967 25 16 907 60 23 22 5 85 37 57 Future Volume (veh/h) 111 967 25 16 907 60 23 22 5 85 37 57 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 0.99 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/ln 1695 1695 1695 1709 1709 1709 1709 1709 1709 1723 1723 1723 Adj Flow Rate, veh/h 116 1007 26 17 945 62 24 23 5 89 39 59 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 4 4 3 3 3 3 3 3 2 2 2 Cap, veh/h 144 1691 44 35 1419 93 266 195 42 328 89 134 Arrive On Green 0.09 0.53 0.53 0.02 0.46 0.46 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 1615 3208 83 1628 3092 203 1185 1360 296 1273 619 936 Grp Volume(v), veh/h 116 506 527 17 496 511 24 0 28 89 0 98 Grp Sat Flow(s),veh/h/ln1615 1611 1680 1628 1624 1671 1185 0 1656 1273 0 1554 Q Serve(g_s), s 3.1 9.5 9.5 0.5 10.4 10.4 0.8 0.0 0.6 2.9 0.0 2.5 Cycle Q Clear(g_c), s 3.1 9.5 9.5 0.5 10.4 10.4 3.4 0.0 0.6 3.5 0.0 2.5 Prop In Lane 1.00 0.05 1.00 0.12 1.00 0.18 1.00 0.60 Lane Grp Cap(c), veh/h 144 849 886 35 745 767 266 0 237 328 0 223 V/C Ratio(X) 0.80 0.60 0.60 0.49 0.67 0.67 0.09 0.00 0.12 0.27 0.00 0.44 Avail Cap(c_a), veh/h 350 1599 1668 279 1538 1583 786 0 964 887 0 905 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 19.6 7.1 7.1 21.2 9.2 9.2 18.7 0.0 16.4 17.9 0.0 17.2 Incr Delay (d2), s/veh 9.9 0.7 0.6 10.3 1.0 1.0 0.1 0.0 0.2 0.4 0.0 1.4 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/ln1.4 2.3 2.4 0.3 2.8 2.9 0.2 0.0 0.2 0.8 0.0 0.9 Unsig. Movement Delay, s/veh Delay(d),s/veh 29.4 7.8 7.8 31.5 10.3 10.2 18.8 0.0 16.6 18.3 0.0 18.5 LOS C A A C B B B A B B A B Approach Vol, veh/h 1149 1024 52 187 Approach Delay, s/veh 10.0 10.6 17.6 18.4 Approach LOS A B B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 10.8 5.4 27.6 10.8 8.4 24.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 5.4 2.5 11.5 5.5 5.1 12.4 Green Ext Time s 0.1 0.0 8.1 0.8 0.1 7.7 Intersection Summary HCM 6th Ctrl Delay 11.1 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 1 Intersection Int Delay, s/veh 5.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 82 0 0 16 8 33 Future Vol, veh/h 82 0 0 16 8 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 100 0 0 20 10 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 50 30 50 0 - 0 Stage 1 30 - - - - - Stage 2 20 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 964 1050 1570 - - - Stage 1 998 - - - - - Stage 2 1008 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 964 1050 1570 - - - Mov Cap-2 Maneuver 898 - - - - - Stage 1 998 - - - - - Stage 2 1008 - - - - - Approach EB NB SB HCM Control Delay, s 9.5 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1570 - 898 - - HCM Lane V/C Ratio - - 0.111 - - HCM Control Delay 0 - 9.5 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.4 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 2 Intersection Intersection Delay, s/veh 59.4 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 96 12 0 101 17 104 0 468 160 41 128 31 Future Vol, veh/h 96 12 0 101 17 104 0 468 160 41 128 31 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 2 2 2 Mvmt Flow 104 13 0 110 18 113 0 509 174 45 139 34 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 12.8 14.9 97.8 13.6 HCM LOS B B F B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 89% 45% 20% Vol Thru, % 100% 75% 11% 8% 64% Vol Right, % 0% 25% 0% 47% 15% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 0 628 108 222 200 LT Vol 0 0 96 101 41 Through Vol 0 468 12 17 128 RT Vol 0 160 0 104 31 Lane Flow Rate 0 683 117 241 217 Geometry Grp 7 7 2 2 5 Degree of Util 0 1.123 0.233 0.433 0.381 Departure Headway (Hd) 6.102 5.921 7.558 6.817 6.59 Convergence, Y/N Yes Yes Yes Yes Yes Cap 0 614 478 531 550 Service Time 3.841 3.66 5.558 4.817 4.59 HCM Lane V/C Ratio 0 1.112 0.245 0.454 0.395 HCM Control Delay 8.8 97.8 12.8 14.9 13.6 HCM Lane LOS N F B B B HCM 95th-tile Q 0 21.3 0.9 2.2 1.8 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 3 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 112 16 27 590 204 52 Future Vol, veh/h 112 16 27 590 204 52 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 9 9 3 3 3 3 Mvmt Flow 120 17 29 634 219 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 941 248 275 0 - 0 Stage 1 247 - - - - - Stage 2 694 - - - - - Critical Hdwy 6.49 6.29 4.13 - - - Critical Hdwy Stg 1 5.49 - - - - - Critical Hdwy Stg 2 5.49 - - - - - Follow-up Hdwy 3.581 3.381 2.227 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 778 - - - - - Stage 2 483 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 416 - - - - - Stage 1 760 - - - - - Stage 2 483 - - - - - Approach EB NB SB HCM Control Delay, s 16.8 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1282 - 441 - - HCM Lane V/C Ratio 0.023 - 0.312 - - HCM Control Delay 7.9 - 16.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 1.3 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 316 293 0 361 419 0 0 0 235 0 136 Future Volume (veh/h) 0 316 293 0 361 419 0 0 0 235 0 136 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1641 1641 0 1627 1627 1573 0 1573 Adj Flow Rate, veh/h 0 340 0 0 388 0 253 0 146 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 8 8 0 9 9 13 0 13 Cap, veh/h 0 1016 0 1007 670 0 307 Arrive On Green 0.00 0.33 0.00 0.00 0.33 0.00 0.23 0.00 0.23 Sat Flow, veh/h 0 3200 1391 0 3173 1379 2905 0 1333 Grp Volume(v), veh/h 0 340 0 0 388 0 253 0 146 Grp Sat Flow(s),veh/h/ln 0 1559 1391 0 1546 1379 1453 0 1333 Q Serve(g_s), s 0.0 1.7 0.0 0.0 2.0 0.0 1.5 0.0 1.9 Cycle Q Clear(g_c), s 0.0 1.7 0.0 0.0 2.0 0.0 1.5 0.0 1.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1016 0 1007 670 0 307 V/C Ratio(X) 0.00 0.33 0.00 0.39 0.38 0.00 0.48 Avail Cap(c_a), veh/h 0 4534 0 4496 3080 0 1413 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.2 0.0 0.0 5.3 0.0 6.6 0.0 6.7 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.2 0.0 0.4 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.0 0.0 0.2 0.0 0.2 0.0 0.3 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.4 0.0 0.0 5.5 0.0 6.9 0.0 7.9 LOS A A A A A A A Approach Vol, veh/h 340 A 388 A 399 Approach Delay, s/veh 5.4 5.5 7.3 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.1 9.2 11.1 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 3.7 3.9 4.0 Green Ext Time s 2.3 1.3 2.7 Intersection Summary HCM 6th Ctrl Delay 6.1 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 354 208 0 576 834 148 0 361 0 0 0 Future Volume (veh/h) 0 354 208 0 576 834 148 0 361 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1668 1668 0 1695 1695 1627 1627 1627 Adj Flow Rate, veh/h 0 373 0 0 606 0 104 0 436 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 6 6 0 4 4 9 9 9 Cap, veh/h 0 1225 0 1245 425 0 756 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.27 0.00 0.27 Sat Flow, veh/h 0 3253 1414 0 3306 1437 1550 0 2758 Grp Volume(v), veh/h 0 373 0 0 606 0 104 0 436 Grp Sat Flow(s),veh/h/ln 0 1585 1414 0 1611 1437 1550 0 1379 Q Serve(g_s), s 0.0 2.2 0.0 0.0 3.8 0.0 1.4 0.0 3.6 Cycle Q Clear(g_c), s 0.0 2.2 0.0 0.0 3.8 0.0 1.4 0.0 3.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1225 0 1245 425 0 756 V/C Ratio(X) 0.00 0.30 0.00 0.49 0.24 0.00 0.58 Avail Cap(c_a), veh/h 0 3884 0 3948 1081 0 1924 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.7 0.0 0.0 6.1 0.0 7.5 0.0 8.3 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.3 0.0 0.3 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.4 0.0 0.0 0.7 0.0 0.3 0.0 0.7 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.8 0.0 0.0 6.4 0.0 7.8 0.0 9.0 LOS A A A A A A A Approach Vol, veh/h 373 A 606 A 540 Approach Delay, s/veh 5.8 6.4 8.8 Approach LOS A A A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 11.8 14.7 14.7 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 5.6 4.2 5.8 Green Ext Time s 1.8 2.6 4.5 Intersection Summary HCM 6th Ctrl Delay 7.1 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 6 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 709 189 0 1324 0 107 Future Vol, veh/h 709 189 0 1324 0 107 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 7 7 6 6 6 6 Mvmt Flow 746 199 0 1394 0 113 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 373 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.02 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.36 Pot Cap-1 Maneuver - 0 0 - 0 613 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 613 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 613 - - HCM Lane V/C Ratio 0.184 - - HCM Control Delay 12.2 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.7 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 583 149 143 626 6 617 16 175 5 10 25 Future Volume (veh/h) 47 583 149 143 626 6 617 16 175 5 10 25 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/ln 1641 1641 1641 1641 1641 1641 1709 1709 1709 1682 1682 1682 Adj Flow Rate, veh/h 51 634 0 155 680 7 683 0 0 5 11 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 8 8 8 8 8 3 3 3 5 5 5 Cap, veh/h 73 [PHONE REDACTED] 11 841 0 11 143 Arrive On Green 0.05 0.26 0.00 0.12 0.33 0.33 0.26 0.00 0.00 0.01 0.09 0.00 Sat Flow, veh/h 1563 3118 1391 1563 3161 33 3255 0 1448 1602 1682 1425 Grp Volume(v), veh/h 51 634 0 155 335 352 683 0 0 5 11 0 Grp Sat Flow(s),veh/h/ln 1563 1559 1391 1563 1559 1635 1628 0 1448 1602 1682 1425 Q Serve(g_s), s 2.1 12.2 0.0 6.2 11.8 11.8 12.6 0.0 0.0 0.2 0.4 0.0 Cycle Q Clear(g_c), s 2.1 12.2 0.0 6.2 11.8 11.8 12.6 0.0 0.0 0.2 0.4 0.0 Prop In Lane 1.00 1.00 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 73 796 188 513 538 841 0 11 143 V/C Ratio(X) 0.70 0.80 0.82 0.65 0.65 0.81 0.00 0.47 0.08 Avail Cap(c_a), veh/h 124 972 224 [PHONE REDACTED] 0 125 498 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 30.2 22.3 0.0 27.6 18.4 18.4 22.3 0.0 0.0 31.8 27.0 0.0 Incr Delay (d2), s/veh 11.6 3.9 0.0 18.6 2.1 2.1 2.8 0.0 0.0 28.9 0.2 0.0 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/ln 1.0 4.6 0.0 3.2 4.2 4.4 4.9 0.0 0.0 0.2 0.2 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 41.7 26.2 0.0 46.2 20.5 20.4 25.2 0.0 0.0 60.7 27.3 0.0 LOS D C D C C C A E C Approach Vol, veh/h 685 A 842 683 A 16 A Approach Delay, s/veh 27.3 25.2 25.2 37.7 Approach LOS C C C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.9 26.1 12.2 20.9 21.1 10.0 7.5 25.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 37.8 9.2 20.0 23.8 19.0 5.1 24.1 Max Q Clear Time (g_c+I1), s 2.2 0.0 8.2 14.2 14.6 2.4 4.1 13.8 Green Ext Time s 0.0 0.0 0.0 2.1 2.0 0.0 0.0 3.1 Intersection Summary HCM 6th Ctrl Delay 26.0 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2023 + Phase 1 + Phase 2 AM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 23 598 13 5 658 17 23 7 8 8 7 71 Future Volume (veh/h) 23 598 13 5 658 17 23 7 8 8 7 71 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 0.99 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/ln 1627 1627 1627 1654 1654 1654 1682 1682 1682 1723 1723 1723 Adj Flow Rate, veh/h 25 643 14 5 708 18 25 8 9 9 8 76 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, % 9 9 9 7 7 7 5 5 5 2 2 2 Cap, veh/h 48 1316 29 11 1257 32 342 111 125 406 22 206 Arrive On Green 0.03 0.43 0.43 0.01 0.40 0.40 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1550 3093 67 1576 3132 80 1181 [PHONE REDACTED] 141 1340 Grp Volume(v), veh/h 25 321 336 5 355 371 25 0 17 9 0 84 Grp Sat Flow(s),veh/h/ln1550 1546 1615 1576 1572 1640 1181 0 1535 1286 0 1481 Q Serve(g_s), s 0.5 4.9 4.9 0.1 5.7 5.7 0.6 0.0 0.3 0.2 0.0 1.7 Cycle Q Clear(g_c), s 0.5 4.9 4.9 0.1 5.7 5.7 2.3 0.0 0.3 0.5 0.0 1.7 Prop In Lane 1.00 0.04 1.00 0.05 1.00 0.53 1.00 0.90 Lane Grp Cap(c), veh/h 48 658 687 11 631 658 342 0 236 406 0 227 V/C Ratio(X) 0.52 0.49 0.49 0.47 0.56 0.56 0.07 0.00 0.07 0.02 0.00 0.37 Avail Cap(c_a), veh/h 452 2063 2155 363 2002 2088 1085 0 1201 1215 0 1159 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 15.5 6.8 6.8 16.1 7.5 7.5 13.4 0.0 11.8 12.0 0.0 12.4 Incr Delay (d2), s/veh 8.4 0.6 0.5 28.5 0.8 0.8 0.1 0.0 0.1 0.0 0.0 1.0 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/ln0.3 1.0 1.1 0.1 1.3 1.4 0.1 0.0 0.1 0.0 0.0 0.5 Unsig. Movement Delay, s/veh Delay(d),s/veh 23.9 7.4 7.3 44.6 8.3 8.3 13.5 0.0 11.9 12.0 0.0 13.4 LOS C A A D A A B A B B A B Approach Vol, veh/h 682 731 42 93 Approach Delay, s/veh 7.9 8.6 12.9 13.3 Approach LOS A A B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.5 4.7 18.4 9.5 5.5 17.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 4.3 2.1 6.9 3.7 2.5 7.7 Green Ext Time s 0.1 0.0 4.6 0.4 0.0 5.1 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 1 Intersection Int Delay, s/veh 3.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 64 0 0 5 11 88 Future Vol, veh/h 64 0 0 5 11 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 5 5 33 33 4 4 Mvmt Flow 78 0 0 6 13 107 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 73 67 120 0 - 0 Stage 1 67 - - - - - Stage 2 6 - - - - - Critical Hdwy 6.45 6.25 4.43 - - - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.345 2.497 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 948 - - - - - Stage 2 1009 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 860 - - - - - Stage 1 948 - - - - - Stage 2 1009 - - - - - Approach EB NB SB HCM Control Delay, s 9.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1296 - 860 - - HCM Lane V/C Ratio - - 0.091 - - HCM Control Delay 0 - 9.6 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.3 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 2 Intersection Intersection Delay, s/veh 104.5 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 66 0 155 98 137 1 355 114 147 218 38 Future Vol, veh/h 101 66 0 155 98 137 1 355 114 147 218 38 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 Heavy Vehicles, % 4 4 4 2 2 2 2 2 2 2 2 2 Mvmt Flow 115 75 0 176 111 156 1 403 130 167 248 43 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 24.8 77.4 163.2 95.2 HCM LOS C F F F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 100% 0% 60% 40% 36% Vol Thru, % 0% 76% 40% 25% 54% Vol Right, % 0% 24% 0% 35% 9% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 1 469 167 390 403 LT Vol 1 0 101 155 147 Through Vol 0 355 66 98 218 RT Vol 0 114 0 137 38 Lane Flow Rate 1 533 190 443 458 Geometry Grp 7 7 2 2 5 Degree of Util 0.003 1.264 0.512 1.006 1.066 Departure Headway (Hd) 9.545 8.847 10.909 9.052 9.219 Convergence, Y/N Yes Yes Yes Yes Yes Cap 377 416 332 403 398 Service Time 7.245 6.547 8.909 7.052 7.219 HCM Lane V/C Ratio 0.003 1.281 0.572 1.099 1.151 HCM Control Delay 12.3 163.5 24.8 77.4 95.2 HCM Lane LOS B F C F F HCM 95th-tile Q 0 22.1 2.8 12.4 14.2 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 3 Intersection Int Delay, s/veh 9.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 246 67 36 573 329 124 Future Vol, veh/h 246 67 36 573 329 124 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 4 4 2 2 Mvmt Flow 267 73 39 623 358 135 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1127 426 493 0 - 0 Stage 1 426 - - - - - Stage 2 701 - - - - - Critical Hdwy 6.42 6.22 4.14 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.236 - - - Pot Cap-1 Maneuver ~ [PHONE REDACTED] - - - Stage 1 659 - - - - - Stage 2 492 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ [PHONE REDACTED] - - - Mov Cap-2 Maneuver 392 - - - - - Stage 1 635 - - - - - Stage 2 492 - - - - - Approach EB NB SB HCM Control Delay, s 39.5 0.5 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1060 - 426 - - HCM Lane V/C Ratio 0.037 - 0.799 - - HCM Control Delay 8.5 - 39.5 - - HCM Lane LOS A - E - - HCM 95th %tile Q(veh) 0.1 - 7.1 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 700 541 0 677 611 0 0 0 598 0 333 Future Volume (veh/h) 0 700 541 0 677 611 0 0 0 598 0 333 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1723 0 1723 Adj Flow Rate, veh/h 0 745 0 0 720 0 636 0 354 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 2 0 2 Cap, veh/h 0 1274 0 1264 1128 0 517 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 3359 1460 0 3333 1448 3183 0 1460 Grp Volume(v), veh/h 0 745 0 0 720 0 636 0 354 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1591 0 1460 Q Serve(g_s), s 0.0 6.3 0.0 0.0 6.1 0.0 5.7 0.0 7.3 Cycle Q Clear(g_c), s 0.0 6.3 0.0 0.0 6.1 0.0 5.7 0.0 7.3 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1274 0 1264 1128 0 517 V/C Ratio(X) 0.00 0.58 0.00 0.57 0.56 0.00 0.68 Avail Cap(c_a), veh/h 0 2750 0 2728 1949 0 894 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 8.5 0.0 0.0 8.4 0.0 9.1 0.0 9.7 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.4 0.0 0.4 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.6 0.0 0.0 1.5 0.0 1.4 0.0 1.8 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 8.9 0.0 0.0 8.8 0.0 9.6 0.0 11.3 LOS A A A A A A B Approach Vol, veh/h 745 A 720 A 990 Approach Delay, s/veh 8.9 8.8 10.2 Approach LOS A A B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 18.2 16.9 18.2 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 8.3 9.3 8.1 Green Ext Time s 5.3 3.2 5.1 Intersection Summary HCM 6th Ctrl Delay 9.4 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1058 211 0 1034 451 258 0 510 0 0 0 Future Volume (veh/h) 0 1058 211 0 1034 451 258 0 510 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1695 1695 1695 Adj Flow Rate, veh/h 0 1126 0 0 1100 0 183 0 641 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 4 4 4 Cap, veh/h 0 1626 0 1613 480 0 855 Arrive On Green 0.00 0.50 0.00 0.00 0.50 0.00 0.30 0.00 0.30 Sat Flow, veh/h 0 3359 1460 0 3333 1448 1615 0 2874 Grp Volume(v), veh/h 0 1126 0 0 1100 0 183 0 641 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1615 0 1437 Q Serve(g_s), s 0.0 11.5 0.0 0.0 11.3 0.0 3.9 0.0 8.8 Cycle Q Clear(g_c), s 0.0 11.5 0.0 0.0 11.3 0.0 3.9 0.0 8.8 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1626 0 1613 480 0 855 V/C Ratio(X) 0.00 0.69 0.00 0.68 0.38 0.00 0.75 Avail Cap(c_a), veh/h 0 2432 0 2413 683 0 1215 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 8.4 0.0 0.0 8.4 0.0 12.2 0.0 13.9 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 2.9 0.0 0.0 2.8 0.0 1.2 0.0 2.5 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 9.0 0.0 0.0 8.9 0.0 12.7 0.0 15.5 LOS A A A A B A B Approach Vol, veh/h 1126 A 1100 A 824 Approach Delay, s/veh 9.0 8.9 14.9 Approach LOS A A B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 17.5 26.2 26.2 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 10.8 13.5 13.3 Green Ext Time s 2.2 8.2 8.0 Intersection Summary HCM 6th Ctrl Delay 10.5 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 6 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1210 397 0 1504 0 114 Future Vol, veh/h 1210 397 0 1504 0 114 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 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 3 3 0 0 Mvmt Flow 1260 414 0 1567 0 119 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 630 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.9 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.3 Pot Cap-1 Maneuver - 0 0 - 0 429 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 429 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 16.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 429 - - HCM Lane V/C Ratio 0.277 - - HCM Control Delay 16.6 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 1.1 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 920 239 240 757 17 569 34 230 41 35 92 Future Volume (veh/h) 84 920 239 240 757 17 569 34 230 41 35 92 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/ln 1709 1709 1709 1709 1709 1709 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 88 968 0 253 797 18 625 0 0 43 37 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 2 2 2 2 2 2 Cap, veh/h 110 1044 248 1319 30 702 0 65 127 Arrive On Green 0.07 0.32 0.00 0.15 0.41 0.41 0.21 0.00 0.00 0.04 0.07 0.00 Sat Flow, veh/h 1628 3247 1448 1628 3246 73 3281 0 1460 1641 1723 1460 Grp Volume(v), veh/h 88 968 0 253 399 416 625 0 0 43 37 0 Grp Sat Flow(s),veh/h/ln 1628 1624 1448 1628 1624 1696 1641 0 1460 1641 1723 1460 Q Serve(g_s), s 4.0 21.7 0.0 11.5 14.6 14.6 13.9 0.0 0.0 1.9 1.5 0.0 Cycle Q Clear(g_c), s 4.0 21.7 0.0 11.5 14.6 14.6 13.9 0.0 0.0 1.9 1.5 0.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 110 1044 248 660 689 702 0 65 127 V/C Ratio(X) 0.80 0.93 1.02 0.60 0.60 0.89 0.00 0.67 0.29 Avail Cap(c_a), veh/h 171 1055 248 660 689 718 0 150 446 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 34.7 24.7 0.0 31.9 17.6 17.6 28.8 0.0 0.0 35.7 33.1 0.0 Incr Delay (d2), s/veh 13.8 13.6 0.0 62.1 1.6 1.5 13.2 0.0 0.0 11.2 1.3 0.0 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/ln 2.0 9.8 0.0 8.6 5.3 5.5 6.6 0.0 0.0 1.0 0.7 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 48.4 38.3 0.0 94.0 19.2 19.1 41.9 0.0 0.0 46.9 34.3 0.0 LOS D D F B B D A D C Approach Vol, veh/h 1056 A 1068 625 A 80 A Approach Delay, s/veh 39.2 36.9 41.9 41.1 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.5 23.2 16.0 28.7 20.6 10.0 9.6 35.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.9 29.1 11.5 24.5 16.5 19.5 7.9 28.1 Max Q Clear Time (g_c+I1), s 3.9 0.0 13.5 23.7 15.9 3.5 6.0 16.6 Green Ext Time s 0.0 0.0 0.0 0.5 0.2 0.1 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 39.0 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2022 Background + Phase 1 PM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 111 973 25 16 917 60 23 22 5 88 37 57 Future Volume (veh/h) 111 973 25 16 917 60 23 22 5 88 37 57 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 0.99 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/ln 1695 1695 1695 1709 1709 1709 1709 1709 1709 1723 1723 1723 Adj Flow Rate, veh/h 116 1014 26 17 955 62 24 23 5 92 39 59 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 4 4 3 3 3 3 3 3 2 2 2 Cap, veh/h 145 1698 44 35 1426 93 266 197 43 328 90 136 Arrive On Green 0.09 0.53 0.53 0.02 0.46 0.46 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 1615 3208 82 1628 3094 201 1185 1360 296 1273 619 936 Grp Volume(v), veh/h 116 509 531 17 501 516 24 0 28 92 0 98 Grp Sat Flow(s),veh/h/ln1615 1611 1680 1628 1624 1672 1185 0 1656 1273 0 1554 Q Serve(g_s), s 3.1 9.6 9.6 0.5 10.7 10.7 0.8 0.0 0.7 3.0 0.0 2.6 Cycle Q Clear(g_c), s 3.1 9.6 9.6 0.5 10.7 10.7 3.4 0.0 0.7 3.7 0.0 2.6 Prop In Lane 1.00 0.05 1.00 0.12 1.00 0.18 1.00 0.60 Lane Grp Cap(c), veh/h 145 852 889 35 748 771 266 0 240 328 0 225 V/C Ratio(X) 0.80 0.60 0.60 0.49 0.67 0.67 0.09 0.00 0.12 0.28 0.00 0.44 Avail Cap(c_a), veh/h 346 1581 1649 275 1520 1565 776 0 953 876 0 894 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 19.8 7.2 7.2 21.5 9.3 9.3 18.8 0.0 16.5 18.1 0.0 17.3 Incr Delay (d2), s/veh 9.8 0.7 0.6 10.3 1.0 1.0 0.1 0.0 0.2 0.5 0.0 1.3 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/ln1.4 2.3 2.4 0.3 2.9 3.0 0.2 0.0 0.2 0.8 0.0 0.9 Unsig. Movement Delay, s/veh Delay(d),s/veh 29.6 7.9 7.8 31.8 10.4 10.3 19.0 0.0 16.7 18.5 0.0 18.6 LOS C A A C B B B A B B A B Approach Vol, veh/h 1156 1034 52 190 Approach Delay, s/veh 10.0 10.7 17.8 18.6 Approach LOS B B B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 10.9 5.4 28.0 10.9 8.5 24.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 5.4 2.5 11.6 5.7 5.1 12.7 Green Ext Time s 0.1 0.0 8.2 0.8 0.1 7.8 Intersection Summary HCM 6th Ctrl Delay 11.1 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 1 Intersection Int Delay, s/veh 6.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 159 0 0 17 9 61 Future Vol, veh/h 159 0 0 17 9 61 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 194 0 0 21 11 74 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 69 48 85 0 - 0 Stage 1 48 - - - - - Stage 2 21 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 941 1027 1524 - - - Stage 1 980 - - - - - Stage 2 1007 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 941 1027 1524 - - - Mov Cap-2 Maneuver 882 - - - - - Stage 1 980 - - - - - Stage 2 1007 - - - - - Approach EB NB SB HCM Control Delay, s 10.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1524 - 882 - - HCM Lane V/C Ratio - - 0.22 - - HCM Control Delay 0 - 10.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.8 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 2 Intersection Intersection Delay, s/veh 103.4 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 97 12 0 107 18 107 0 547 173 42 155 32 Future Vol, veh/h 97 12 0 107 18 107 0 547 173 42 155 32 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 2 2 2 Mvmt Flow 105 13 0 116 20 116 0 595 188 46 168 35 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 13.7 16.3 173 15.3 HCM LOS B C F C Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 89% 46% 18% Vol Thru, % 100% 76% 11% 8% 68% Vol Right, % 0% 24% 0% 46% 14% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 0 720 109 232 229 LT Vol 0 0 97 107 42 Through Vol 0 547 12 18 155 RT Vol 0 173 0 107 32 Lane Flow Rate 0 783 118 252 249 Geometry Grp 7 7 2 2 5 Degree of Util 0 1.316 0.24 0.459 0.442 Departure Headway (Hd) 6.223 6.052 8.119 7.289 6.92 Convergence, Y/N Yes Yes Yes Yes Yes Cap 0 603 445 497 525 Service Time 3.975 3.804 6.119 5.289 4.92 HCM Lane V/C Ratio 0 1.299 0.265 0.507 0.474 HCM Control Delay 9 173 13.7 16.3 15.3 HCM Lane LOS N F B C C HCM 95th-tile Q 0 32.3 0.9 2.4 2.2 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 3 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 132 17 28 671 233 59 Future Vol, veh/h 132 17 28 671 233 59 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 9 9 3 3 3 3 Mvmt Flow 142 18 30 722 251 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1067 284 314 0 - 0 Stage 1 283 - - - - - Stage 2 784 - - - - - Critical Hdwy 6.49 6.29 4.13 - - - Critical Hdwy Stg 1 5.49 - - - - - Critical Hdwy Stg 2 5.49 - - - - - Follow-up Hdwy 3.581 3.381 2.227 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 749 - - - - - Stage 2 438 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 373 - - - - - Stage 1 731 - - - - - Stage 2 438 - - - - - Approach EB NB SB HCM Control Delay, s 20.2 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1241 - 395 - - HCM Lane V/C Ratio 0.024 - 0.406 - - HCM Control Delay 8 - 20.2 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 1.9 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 322 300 0 375 441 0 0 0 260 0 141 Future Volume (veh/h) 0 322 300 0 375 441 0 0 0 260 0 141 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1641 1641 0 1627 1627 1573 0 1573 Adj Flow Rate, veh/h 0 346 0 0 403 0 280 0 152 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 8 8 0 9 9 13 0 13 Cap, veh/h 0 1026 0 1018 699 0 320 Arrive On Green 0.00 0.33 0.00 0.00 0.33 0.00 0.24 0.00 0.24 Sat Flow, veh/h 0 3200 1391 0 3173 1379 2905 0 1333 Grp Volume(v), veh/h 0 346 0 0 403 0 280 0 152 Grp Sat Flow(s),veh/h/ln 0 1559 1391 0 1546 1379 1453 0 1333 Q Serve(g_s), s 0.0 1.8 0.0 0.0 2.1 0.0 1.7 0.0 2.0 Cycle Q Clear(g_c), s 0.0 1.8 0.0 0.0 2.1 0.0 1.7 0.0 2.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1026 0 1018 699 0 320 V/C Ratio(X) 0.00 0.34 0.00 0.40 0.40 0.00 0.47 Avail Cap(c_a), veh/h 0 4398 0 4362 2987 0 1370 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.3 0.0 0.0 5.4 0.0 6.7 0.0 6.8 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.3 0.0 0.4 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.0 0.0 0.3 0.0 0.3 0.0 0.4 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.5 0.0 0.0 5.7 0.0 7.0 0.0 7.9 LOS A A A A A A A Approach Vol, veh/h 346 A 403 A 432 Approach Delay, s/veh 5.5 5.7 7.3 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.4 9.5 11.4 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 3.8 4.0 4.1 Green Ext Time s 2.3 1.4 2.8 Intersection Summary HCM 6th Ctrl Delay 6.2 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 380 216 0 600 914 153 0 378 0 0 0 Future Volume (veh/h) 0 380 216 0 600 914 153 0 378 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1668 1668 0 1695 1695 1627 1627 1627 Adj Flow Rate, veh/h 0 400 0 0 632 0 107 0 455 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 6 6 0 4 4 9 9 9 Cap, veh/h 0 1244 0 1264 433 0 771 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 3253 1414 0 3306 1437 1550 0 2758 Grp Volume(v), veh/h 0 400 0 0 632 0 107 0 455 Grp Sat Flow(s),veh/h/ln 0 1585 1414 0 1611 1437 1550 0 1379 Q Serve(g_s), s 0.0 2.4 0.0 0.0 4.1 0.0 1.5 0.0 3.9 Cycle Q Clear(g_c), s 0.0 2.4 0.0 0.0 4.1 0.0 1.5 0.0 3.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1244 0 1264 433 0 771 V/C Ratio(X) 0.00 0.32 0.00 0.50 0.25 0.00 0.59 Avail Cap(c_a), veh/h 0 3757 0 3818 1046 0 1861 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.8 0.0 0.0 6.3 0.0 7.6 0.0 8.5 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.3 0.0 0.3 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.4 0.0 0.0 0.7 0.0 0.3 0.0 0.8 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 5.9 0.0 0.0 6.6 0.0 7.9 0.0 9.3 LOS A A A A A A A Approach Vol, veh/h 400 A 632 A 562 Approach Delay, s/veh 5.9 6.6 9.0 Approach LOS A A A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 12.2 15.3 15.3 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 5.9 4.4 6.1 Green Ext Time s 1.9 2.8 4.7 Intersection Summary HCM 6th Ctrl Delay 7.3 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 6 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 736 200 0 1407 0 122 Future Vol, veh/h 736 200 0 1407 0 122 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 7 7 6 6 6 6 Mvmt Flow 775 211 0 1481 0 128 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 388 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.02 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.36 Pot Cap-1 Maneuver - 0 0 - 0 599 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 599 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 12.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 599 - - HCM Lane V/C Ratio 0.214 - - HCM Control Delay 12.6 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.8 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 49 598 174 156 630 7 704 17 191 6 10 26 Future Volume (veh/h) 49 598 174 156 630 7 704 17 191 6 10 26 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/ln 1641 1641 1641 1641 1641 1641 1709 1709 1709 1682 1682 1682 Adj Flow Rate, veh/h 53 650 0 170 685 8 778 0 0 7 11 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 8 8 8 8 8 3 3 3 5 5 5 Cap, veh/h 72 [PHONE REDACTED] 12 913 0 15 133 Arrive On Green 0.05 0.25 0.00 0.13 0.33 0.33 0.28 0.00 0.00 0.01 0.08 0.00 Sat Flow, veh/h 1563 3118 1391 1563 3156 37 3255 0 1448 1602 1682 1425 Grp Volume(v), veh/h 53 650 0 170 338 355 778 0 0 7 11 0 Grp Sat Flow(s),veh/h/ln 1563 1559 1391 1563 1559 1634 1628 0 1448 1602 1682 1425 Q Serve(g_s), s 2.3 13.7 0.0 7.4 12.8 12.8 15.7 0.0 0.0 0.3 0.4 0.0 Cycle Q Clear(g_c), s 2.3 13.7 0.0 7.4 12.8 12.8 15.7 0.0 0.0 0.3 0.4 0.0 Prop In Lane 1.00 1.00 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 72 783 203 522 547 913 0 15 133 V/C Ratio(X) 0.74 0.83 0.84 0.65 0.65 0.85 0.00 0.48 0.08 Avail Cap(c_a), veh/h 115 898 207 [PHONE REDACTED] 0 115 460 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 32.7 24.6 0.0 29.5 19.6 19.6 23.6 0.0 0.0 34.2 29.6 0.0 Incr Delay (d2), s/veh 13.5 5.9 0.0 24.6 2.6 2.5 5.5 0.0 0.0 22.5 0.3 0.0 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/ln 1.1 5.4 0.0 4.0 4.7 4.9 6.4 0.0 0.0 0.2 0.2 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 46.2 30.5 0.0 54.0 22.2 22.1 29.1 0.0 0.0 56.8 29.9 0.0 LOS D C D C C C A E C Approach Vol, veh/h 703 A 863 778 A 18 A Approach Delay, s/veh 31.7 28.4 29.1 40.3 Approach LOS C C C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 5.1 28.8 13.5 21.9 24.0 10.0 7.7 27.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 37.8 9.2 20.0 23.8 19.0 5.1 24.1 Max Q Clear Time (g_c+I1), s 2.3 0.0 9.4 15.7 17.7 2.4 4.3 14.8 Green Ext Time s 0.0 0.0 0.0 1.7 1.8 0.0 0.0 2.9 Intersection Summary HCM 6th Ctrl Delay 29.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 AM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 623 14 6 671 18 24 8 9 9 8 74 Future Volume (veh/h) 24 623 14 6 671 18 24 8 9 9 8 74 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 0.99 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/ln 1627 1627 1627 1654 1654 1654 1682 1682 1682 1723 1723 1723 Adj Flow Rate, veh/h 26 670 15 6 722 19 26 9 10 10 9 80 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, % 9 9 9 7 7 7 5 5 5 2 2 2 Cap, veh/h 50 1329 30 13 1270 33 334 111 123 400 23 202 Arrive On Green 0.03 0.43 0.43 0.01 0.41 0.41 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1550 3091 69 1576 3128 82 1176 [PHONE REDACTED] 150 1333 Grp Volume(v), veh/h 26 335 350 6 363 378 26 0 19 10 0 89 Grp Sat Flow(s),veh/h/ln1550 1546 1614 1576 1572 1639 1176 0 1536 1283 0 1483 Q Serve(g_s), s 0.5 5.2 5.2 0.1 5.9 5.9 0.7 0.0 0.3 0.2 0.0 1.8 Cycle Q Clear(g_c), s 0.5 5.2 5.2 0.1 5.9 5.9 2.5 0.0 0.3 0.6 0.0 1.8 Prop In Lane 1.00 0.04 1.00 0.05 1.00 0.53 1.00 0.90 Lane Grp Cap(c), veh/h 50 665 694 13 638 665 334 0 233 400 0 225 V/C Ratio(X) 0.52 0.50 0.50 0.47 0.57 0.57 0.08 0.00 0.08 0.03 0.00 0.40 Avail Cap(c_a), veh/h 447 2042 2133 359 1981 2066 1066 0 1190 1199 0 1148 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 15.7 6.8 6.8 16.3 7.6 7.6 13.7 0.0 12.0 12.2 0.0 12.6 Incr Delay (d2), s/veh 8.2 0.6 0.6 24.4 0.8 0.8 0.1 0.0 0.1 0.0 0.0 1.1 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/ln0.3 1.1 1.2 0.1 1.3 1.4 0.2 0.0 0.1 0.1 0.0 0.5 Unsig. Movement Delay, s/veh Delay(d),s/veh 23.9 7.4 7.4 40.7 8.4 8.3 13.8 0.0 12.1 12.3 0.0 13.7 LOS C A A D A A B A B B A B Approach Vol, veh/h 711 747 45 99 Approach Delay, s/veh 8.0 8.6 13.1 13.6 Approach LOS A A B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.5 4.8 18.7 9.5 5.6 17.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 4.5 2.1 7.2 3.8 2.5 7.9 Green Ext Time s 0.1 0.0 4.8 0.5 0.0 5.3 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 115 0 0 6 11 166 Future Vol, veh/h 115 0 0 6 11 166 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 5 5 33 33 4 4 Mvmt Flow 140 0 0 7 13 202 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 121 114 215 0 - 0 Stage 1 114 - - - - - Stage 2 7 - - - - - Critical Hdwy 6.45 6.25 4.43 - - - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.345 2.497 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 903 - - - - - Stage 2 1008 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 818 - - - - - Stage 1 903 - - - - - Stage 2 1008 - - - - - Approach EB NB SB HCM Control Delay, s 10.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1191 - 818 - - HCM Lane V/C Ratio - - 0.171 - - HCM Control Delay 0 - 10.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.6 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 2 Intersection Intersection Delay, s/veh 137.6 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 102 68 0 167 102 142 1 406 122 153 294 38 Future Vol, veh/h 102 68 0 167 102 142 1 406 122 153 294 38 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 4 4 4 2 2 2 2 2 2 2 2 2 Mvmt Flow 111 74 0 182 111 154 1 441 133 166 320 41 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 25.9 82.2 201.1 154.4 HCM LOS D F F F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 100% 0% 60% 41% 32% Vol Thru, % 0% 77% 40% 25% 61% Vol Right, % 0% 23% 0% 35% 8% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 1 528 170 411 485 LT Vol 1 0 102 167 153 Through Vol 0 406 68 102 294 RT Vol 0 122 0 142 38 Lane Flow Rate 1 574 185 447 527 Geometry Grp 7 7 2 2 5 Degree of Util 0.003 1.356 0.502 1.016 1.234 Departure Headway (Hd) 9.842 9.151 11.661 9.53 9.399 Convergence, Y/N Yes Yes Yes Yes Yes Cap 366 402 312 384 390 Service Time 7.542 6.851 9.661 7.53 7.399 HCM Lane V/C Ratio 0.003 1.428 0.593 1.164 1.351 HCM Control Delay 12.6 201.5 25.9 82.2 154.4 HCM Lane LOS B F D F F HCM 95th-tile Q 0 25.4 2.7 12.4 20 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 3 Intersection Int Delay, s/veh 10.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 266 70 38 629 408 145 Future Vol, veh/h 266 70 38 629 408 145 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 4 4 2 2 Mvmt Flow 289 76 41 684 443 158 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1290 523 601 0 - 0 Stage 1 522 - - - - - Stage 2 768 - - - - - Critical Hdwy 6.42 6.22 4.14 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3 3 2.236 - - - Pot Cap-1 Maneuver ~ 196 600 967 - - - Stage 1 674 - - - - - Stage 2 511 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 188 599 967 - - - Mov Cap-2 Maneuver 395 - - - - - Stage 1 646 - - - - - Stage 2 511 - - - - - Approach EB NB SB HCM Control Delay, s 47.2 0.5 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 967 - 425 - - HCM Lane V/C Ratio 0.043 - 0.859 - - HCM Control Delay 8.9 - 47.2 - - HCM Lane LOS A - E - - HCM 95th %tile Q(veh) 0.1 - 8.5 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 717 558 0 689 637 0 0 0 674 0 347 Future Volume (veh/h) 0 717 558 0 689 637 0 0 0 674 0 347 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1723 0 1723 Adj Flow Rate, veh/h 0 763 0 0 733 0 717 0 369 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 2 0 2 Cap, veh/h 0 1275 0 1265 1160 0 532 Arrive On Green 0.00 0.39 0.00 0.00 0.39 0.00 0.36 0.00 0.36 Sat Flow, veh/h 0 3359 1460 0 3333 1448 3183 0 1460 Grp Volume(v), veh/h 0 763 0 0 733 0 717 0 369 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1591 0 1460 Q Serve(g_s), s 0.0 6.8 0.0 0.0 6.5 0.0 6.8 0.0 7.9 Cycle Q Clear(g_c), s 0.0 6.8 0.0 0.0 6.5 0.0 6.8 0.0 7.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1275 0 1265 1160 0 532 V/C Ratio(X) 0.00 0.60 0.00 0.58 0.62 0.00 0.69 Avail Cap(c_a), veh/h 0 2641 0 2620 1872 0 859 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 8.9 0.0 0.0 8.8 0.0 9.5 0.0 9.9 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.4 0.0 0.5 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.7 0.0 0.0 1.6 0.0 1.7 0.0 2.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 9.3 0.0 0.0 9.2 0.0 10.1 0.0 11.5 LOS A A A A B A B Approach Vol, veh/h 763 A 733 A 1086 Approach Delay, s/veh 9.3 9.2 10.6 Approach LOS A A B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 18.7 17.8 18.7 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 8.8 9.9 8.5 Green Ext Time s 5.4 3.5 5.2 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1130 220 0 1055 497 268 0 540 0 0 0 Future Volume (veh/h) 0 1130 220 0 1055 497 268 0 540 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1695 1695 1695 Adj Flow Rate, veh/h 0 1202 0 0 1122 0 190 0 676 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 4 4 4 Cap, veh/h 0 1657 0 1644 487 0 867 Arrive On Green 0.00 0.51 0.00 0.00 0.51 0.00 0.30 0.00 0.30 Sat Flow, veh/h 0 3359 1460 0 3333 1448 1615 0 2874 Grp Volume(v), veh/h 0 1202 0 0 1122 0 190 0 676 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1615 0 1437 Q Serve(g_s), s 0.0 13.4 0.0 0.0 12.2 0.0 4.4 0.0 10.1 Cycle Q Clear(g_c), s 0.0 13.4 0.0 0.0 12.2 0.0 4.4 0.0 10.1 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1657 0 1644 487 0 867 V/C Ratio(X) 0.00 0.73 0.00 0.68 0.39 0.00 0.78 Avail Cap(c_a), veh/h 0 2269 0 2251 637 0 1134 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 9.0 0.0 0.0 8.7 0.0 13.0 0.0 14.9 Incr Delay (d2), s/veh 0.0 0.7 0.0 0.0 0.5 0.0 0.5 0.0 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 3.5 0.0 0.0 3.2 0.0 1.4 0.0 3.1 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 9.8 0.0 0.0 9.2 0.0 13.5 0.0 17.6 LOS A A A A B A B Approach Vol, veh/h 1202 A 1122 A 866 Approach Delay, s/veh 9.8 9.2 16.7 Approach LOS A A B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 18.6 28.2 28.2 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 12.1 15.4 14.2 Green Ext Time s 2.1 8.3 8.0 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 6 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1284 423 0 1562 0 126 Future Vol, veh/h 1284 423 0 1562 0 126 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 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 3 3 0 0 Mvmt Flow 1338 441 0 1627 0 131 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 669 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.9 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.3 Pot Cap-1 Maneuver - 0 0 - 0 405 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 405 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 18.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 405 - - HCM Lane V/C Ratio 0.324 - - HCM Control Delay 18.1 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 1.4 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 87 934 309 270 763 18 629 35 245 43 36 96 Future Volume (veh/h) 87 934 309 270 763 18 629 35 245 43 36 96 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/ln 1709 1709 1709 1709 1709 1709 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 92 983 0 284 803 19 688 0 0 45 38 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 2 2 2 2 2 2 Cap, veh/h 115 1003 268 1306 31 712 0 66 126 Arrive On Green 0.07 0.31 0.00 0.16 0.40 0.40 0.22 0.00 0.00 0.04 0.07 0.00 Sat Flow, veh/h 1628 3247 1448 1628 3242 77 3281 0 1460 1641 1723 1460 Grp Volume(v), veh/h 92 983 0 284 402 420 688 0 0 45 38 0 Grp Sat Flow(s),veh/h/ln 1628 1624 1448 1628 1624 1695 1641 0 1460 1641 1723 1460 Q Serve(g_s), s 4.2 22.8 0.0 12.5 15.0 15.0 15.8 0.0 0.0 2.1 1.6 0.0 Cycle Q Clear(g_c), s 4.2 22.8 0.0 12.5 15.0 15.0 15.8 0.0 0.0 2.1 1.6 0.0 Prop In Lane 1.00 1.00 1.00 0.05 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 115 1003 268 654 683 712 0 66 126 V/C Ratio(X) 0.80 0.98 1.06 0.61 0.62 0.97 0.00 0.68 0.30 Avail Cap(c_a), veh/h 173 1003 268 654 683 712 0 151 442 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 34.8 26.0 0.0 31.8 18.0 18.0 29.5 0.0 0.0 36.0 33.4 0.0 Incr Delay (d2), s/veh 14.3 23.5 0.0 72.2 1.7 1.7 25.6 0.0 0.0 11.6 1.3 0.0 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/ln 2.1 11.5 0.0 10.1 5.5 5.7 8.6 0.0 0.0 1.0 0.7 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 49.2 49.5 0.0 104.0 19.7 19.7 55.1 0.0 0.0 47.6 34.8 0.0 LOS D D F B B E A D C Approach Vol, veh/h 1075 A 1106 688 A 83 A Approach Delay, s/veh 49.5 41.4 55.1 41.7 Approach LOS D D E D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.6 23.5 17.0 28.0 21.0 10.0 9.9 35.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.0 29.0 12.5 23.5 16.5 19.5 8.1 27.9 Max Q Clear Time (g_c+I1), s 4.1 0.0 14.5 24.8 17.8 3.6 6.2 17.0 Green Ext Time s 0.0 0.0 0.0 0.0 0.0 0.1 0.0 3.9 Intersection Summary HCM 6th Ctrl Delay 47.5 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2024 + Phase 1 & 2 PM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 116 995 26 17 945 63 24 23 6 92 39 60 Future Volume (veh/h) 116 995 26 17 945 63 24 23 6 92 39 60 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 0.99 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/ln 1695 1695 1695 1709 1709 1709 1709 1709 1709 1723 1723 1723 Adj Flow Rate, veh/h 121 1036 27 18 984 66 25 24 6 96 41 62 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 4 4 3 3 3 3 3 3 2 2 2 Cap, veh/h 151 1726 45 36 1441 97 258 195 49 323 91 138 Arrive On Green 0.09 0.54 0.54 0.02 0.47 0.47 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1615 3207 84 1628 3087 207 1180 1320 330 1271 619 936 Grp Volume(v), veh/h 121 520 543 18 517 533 25 0 30 96 0 103 Grp Sat Flow(s),veh/h/ln1615 1611 1680 1628 1624 1670 1180 0 1650 1271 0 1554 Q Serve(g_s), s 3.4 10.2 10.2 0.5 11.5 11.5 0.9 0.0 0.7 3.3 0.0 2.8 Cycle Q Clear(g_c), s 3.4 10.2 10.2 0.5 11.5 11.5 3.7 0.0 0.7 4.0 0.0 2.8 Prop In Lane 1.00 0.05 1.00 0.12 1.00 0.20 1.00 0.60 Lane Grp Cap(c), veh/h 151 867 904 36 758 780 258 0 243 323 0 229 V/C Ratio(X) 0.80 0.60 0.60 0.50 0.68 0.68 0.10 0.00 0.12 0.30 0.00 0.45 Avail Cap(c_a), veh/h 332 1515 1581 264 1457 1499 735 0 910 837 0 857 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 20.5 7.3 7.3 22.3 9.6 9.6 19.7 0.0 17.1 18.9 0.0 18.0 Incr Delay (d2), s/veh 9.3 0.7 0.6 10.1 1.1 1.1 0.2 0.0 0.2 0.5 0.0 1.4 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/ln1.5 2.5 2.6 0.3 3.2 3.3 0.2 0.0 0.3 0.9 0.0 1.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 29.9 8.0 7.9 32.4 10.7 10.7 19.8 0.0 17.3 19.4 0.0 19.4 LOS C A A C B B B A B B A B Approach Vol, veh/h 1184 1068 55 199 Approach Delay, s/veh 10.2 11.1 18.5 19.4 Approach LOS B B B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 11.3 5.5 29.4 11.3 8.8 26.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 5.7 2.5 12.2 6.0 5.4 13.5 Green Ext Time s 0.2 0.0 8.4 0.8 0.1 8.0 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 1 Intersection Int Delay, s/veh 6.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 170 0 0 20 11 66 Future Vol, veh/h 170 0 0 20 11 66 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 207 0 0 24 13 80 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 77 53 93 0 - 0 Stage 1 53 - - - - - Stage 2 24 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 931 1020 1514 - - - Stage 1 975 - - - - - Stage 2 1004 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 931 1020 1514 - - - Mov Cap-2 Maneuver 875 - - - - - Stage 1 975 - - - - - Stage 2 1004 - - - - - Approach EB NB SB HCM Control Delay, s 10.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1514 - 875 - - HCM Lane V/C Ratio - - 0.237 - - HCM Control Delay 0 - 10.4 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.9 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 2 Intersection Intersection Delay, s/veh 163.3 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 15 0 130 22 127 0 602 209 50 168 33 Future Vol, veh/h 101 15 0 130 22 127 0 602 209 50 168 33 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 1 1 1 0 0 0 2 2 2 Mvmt Flow 110 16 0 141 24 138 0 654 227 54 183 36 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 15.2 20.7 278.4 18.2 HCM LOS C C F C Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 87% 47% 20% Vol Thru, % 100% 74% 13% 8% 67% Vol Right, % 0% 26% 0% 46% 13% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 0 811 116 279 251 LT Vol 0 0 101 130 50 Through Vol 0 602 15 22 168 RT Vol 0 209 0 127 33 Lane Flow Rate 0 882 126 303 273 Geometry Grp 7 7 2 2 5 Degree of Util 0 1.561 0.266 0.565 0.508 Departure Headway (Hd) 6.559 6.375 8.999 7.902 7.614 Convergence, Y/N Yes Yes Yes Yes Yes Cap 0 573 402 461 477 Service Time 4.331 4.147 6.999 5.902 5.614 HCM Lane V/C Ratio 0 1.539 0.313 0.657 0.572 HCM Control Delay 9.3 278.4 15.2 20.7 18.2 HCM Lane LOS N F C C C HCM 95th-tile Q 0 46.2 1.1 3.4 2.8 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 3 Intersection Int Delay, s/veh 3.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 156 20 34 731 256 70 Future Vol, veh/h 156 20 34 731 256 70 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 9 9 3 3 3 3 Mvmt Flow 168 22 37 786 275 75 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1173 313 350 0 - 0 Stage 1 313 - - - - - Stage 2 860 - - - - - Critical Hdwy 6.49 6.29 4.13 - - - Critical Hdwy Stg 1 5.49 - - - - - Critical Hdwy Stg 2 5.49 - - - - - Follow-up Hdwy 3.581 3.381 2.227 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 726 - - - - - Stage 2 403 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 335 - - - - - Stage 1 703 - - - - - Stage 2 403 - - - - - Approach EB NB SB HCM Control Delay, s 26 0.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1203 - 356 - - HCM Lane V/C Ratio 0.03 - 0.532 - - HCM Control Delay 8.1 - 26 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0.1 - 3 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 334 338 0 388 507 0 0 0 299 0 172 Future Volume (veh/h) 0 334 338 0 388 507 0 0 0 299 0 172 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1641 1641 0 1627 1627 1573 0 1573 Adj Flow Rate, veh/h 0 359 0 0 417 0 322 0 185 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 8 8 0 9 9 13 0 13 Cap, veh/h 0 1006 0 997 789 0 362 Arrive On Green 0.00 0.32 0.00 0.00 0.32 0.00 0.27 0.00 0.27 Sat Flow, veh/h 0 3200 1391 0 3173 1379 2905 0 1333 Grp Volume(v), veh/h 0 359 0 0 417 0 322 0 185 Grp Sat Flow(s),veh/h/ln 0 1559 1391 0 1546 1379 1453 0 1333 Q Serve(g_s), s 0.0 2.0 0.0 0.0 2.3 0.0 2.0 0.0 2.6 Cycle Q Clear(g_c), s 0.0 2.0 0.0 0.0 2.3 0.0 2.0 0.0 2.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1006 0 997 789 0 362 V/C Ratio(X) 0.00 0.36 0.00 0.42 0.41 0.00 0.51 Avail Cap(c_a), veh/h 0 4147 0 4113 2817 0 1292 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 5.7 0.0 0.0 5.9 0.0 6.6 0.0 6.8 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.3 0.0 0.3 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.0 0.0 0.4 0.0 0.3 0.0 0.5 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 6.0 0.0 0.0 6.2 0.0 7.0 0.0 8.0 LOS A A A A A A A Approach Vol, veh/h 359 A 417 A 507 Approach Delay, s/veh 6.0 6.2 7.3 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.7 10.5 11.7 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 4.0 4.6 4.3 Green Ext Time s 2.4 1.7 2.9 Intersection Summary HCM 6th Ctrl Delay 6.6 HCM 6th LOS A Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 391 264 0 617 1062 187 0 451 0 0 0 Future Volume (veh/h) 0 391 264 0 617 1062 187 0 451 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1668 1668 0 1695 1695 1627 1627 1627 Adj Flow Rate, veh/h 0 412 0 0 649 0 131 0 545 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 6 6 0 4 4 9 9 9 Cap, veh/h 0 1220 0 1240 482 0 857 Arrive On Green 0.00 0.38 0.00 0.00 0.38 0.00 0.31 0.00 0.31 Sat Flow, veh/h 0 3253 1414 0 3306 1437 1550 0 2758 Grp Volume(v), veh/h 0 412 0 0 649 0 131 0 545 Grp Sat Flow(s),veh/h/ln 0 1585 1414 0 1611 1437 1550 0 1379 Q Serve(g_s), s 0.0 2.7 0.0 0.0 4.6 0.0 1.9 0.0 5.0 Cycle Q Clear(g_c), s 0.0 2.7 0.0 0.0 4.6 0.0 1.9 0.0 5.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1220 0 1240 482 0 857 V/C Ratio(X) 0.00 0.34 0.00 0.52 0.27 0.00 0.64 Avail Cap(c_a), veh/h 0 3483 0 3540 969 0 1725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 6.4 0.0 0.0 7.0 0.0 7.7 0.0 8.8 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.3 0.0 0.3 0.0 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 %ile BackOfQ(50%),veh/ln0.0 0.5 0.0 0.0 0.9 0.0 0.4 0.0 1.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 6.6 0.0 0.0 7.4 0.0 8.0 0.0 9.5 LOS A A A A A A A Approach Vol, veh/h 412 A 649 A 676 Approach Delay, s/veh 6.6 7.4 9.2 Approach LOS A A A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 13.7 15.9 15.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 7.0 4.7 6.6 Green Ext Time s 2.2 2.9 4.8 Intersection Summary HCM 6th Ctrl Delay 7.9 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 6 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 758 243 0 1445 0 145 Future Vol, veh/h 758 243 0 1445 0 145 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 7 7 6 6 6 6 Mvmt Flow 798 256 0 1521 0 153 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 399 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.02 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.36 Pot Cap-1 Maneuver - 0 0 - 0 589 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 589 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 13.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 589 - - HCM Lane V/C Ratio 0.259 - - HCM Control Delay 13.2 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 1 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 619 187 186 653 8 775 20 225 7 12 32 Future Volume (veh/h) 59 619 187 186 653 8 775 20 225 7 12 32 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/ln 1641 1641 1641 1641 1641 1641 1709 1709 1709 1682 1682 1682 Adj Flow Rate, veh/h 64 673 0 202 710 9 858 0 0 8 13 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 8 8 8 8 8 3 3 3 5 5 5 Cap, veh/h 78 [PHONE REDACTED] 13 971 0 16 117 Arrive On Green 0.05 0.25 0.00 0.13 0.33 0.33 0.30 0.00 0.00 0.01 0.07 0.00 Sat Flow, veh/h 1563 3118 1391 1563 3152 40 3255 0 1448 1602 1682 1425 Grp Volume(v), veh/h 64 673 0 202 351 368 858 0 0 8 13 0 Grp Sat Flow(s),veh/h/ln 1563 1559 1391 1563 1559 1634 1628 0 1448 1602 1682 1425 Q Serve(g_s), s 2.9 14.8 0.0 9.2 14.0 14.0 18.0 0.0 0.0 0.4 0.5 0.0 Cycle Q Clear(g_c), s 2.9 14.8 0.0 9.2 14.0 14.0 18.0 0.0 0.0 0.4 0.5 0.0 Prop In Lane 1.00 1.00 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 78 788 200 516 541 971 0 16 117 V/C Ratio(X) 0.82 0.85 1.01 0.68 0.68 0.88 0.00 0.49 0.11 Avail Cap(c_a), veh/h 111 869 200 [PHONE REDACTED] 0 112 445 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 33.7 25.5 0.0 31.3 20.7 20.7 24.0 0.0 0.0 35.3 31.3 0.0 Incr Delay (d2), s/veh 25.9 7.7 0.0 65.7 3.5 3.4 8.2 0.0 0.0 20.6 0.4 0.0 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/ln 1.6 6.0 0.0 7.0 5.2 5.5 7.7 0.0 0.0 0.2 0.2 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 59.7 33.3 0.0 97.0 24.2 24.1 32.2 0.0 0.0 55.9 31.7 0.0 LOS E C F C C C A E C Approach Vol, veh/h 737 A 921 858 A 21 A Approach Delay, s/veh 35.5 40.1 32.2 40.9 Approach LOS D D C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 5.2 30.2 13.7 22.6 25.9 9.5 8.1 28.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 37.8 9.2 20.0 23.8 19.0 5.1 24.1 Max Q Clear Time (g_c+I1), s 2.4 0.0 11.2 16.8 20.0 2.5 4.9 16.0 Green Ext Time s 0.0 0.0 0.0 1.4 1.4 0.0 0.0 2.8 Intersection Summary HCM 6th Ctrl Delay 36.1 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 646 16 7 695 22 25 9 11 11 9 90 Future Volume (veh/h) 30 646 16 7 695 22 25 9 11 11 9 90 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/ln 1627 1627 1627 1654 1654 1654 1682 1682 1682 1723 1723 1723 Adj Flow Rate, veh/h 32 695 17 8 747 24 27 10 12 12 10 97 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, % 9 9 9 7 7 7 5 5 5 2 2 2 Cap, veh/h 60 1350 33 17 1275 41 312 105 126 391 21 203 Arrive On Green 0.04 0.44 0.44 0.01 0.41 0.41 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1550 3084 75 1576 3108 100 1157 [PHONE REDACTED] 138 1343 Grp Volume(v), veh/h 32 348 364 8 378 393 27 0 22 12 0 107 Grp Sat Flow(s),veh/h/ln1550 1546 1614 1576 1572 1636 1157 0 1531 1280 0 1481 Q Serve(g_s), s 0.7 5.5 5.5 0.2 6.3 6.3 0.7 0.0 0.4 0.3 0.0 2.2 Cycle Q Clear(g_c), s 0.7 5.5 5.5 0.2 6.3 6.3 3.0 0.0 0.4 0.7 0.0 2.2 Prop In Lane 1.00 0.05 1.00 0.06 1.00 0.55 1.00 0.91 Lane Grp Cap(c), veh/h 60 677 707 17 645 671 312 0 232 391 0 224 V/C Ratio(X) 0.54 0.51 0.51 0.47 0.59 0.59 0.09 0.00 0.09 0.03 0.00 0.48 Avail Cap(c_a), veh/h 436 1993 2081 350 1933 2013 1011 0 1158 1165 0 1119 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 15.9 6.9 6.9 16.6 7.7 7.7 14.5 0.0 12.3 12.6 0.0 13.1 Incr Delay (d2), s/veh 7.3 0.6 0.6 19.2 0.8 0.8 0.1 0.0 0.2 0.0 0.0 1.6 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/ln0.3 1.2 1.2 0.1 1.5 1.5 0.2 0.0 0.1 0.1 0.0 0.7 Unsig. Movement Delay, s/veh Delay(d),s/veh 23.3 7.5 7.5 35.8 8.6 8.5 14.6 0.0 12.5 12.7 0.0 14.7 LOS C A A D A A B A B B A B Approach Vol, veh/h 744 779 49 119 Approach Delay, s/veh 8.2 8.8 13.6 14.5 Approach LOS A A B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.6 4.9 19.3 9.6 5.8 18.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 5.0 2.2 7.5 4.2 2.7 8.3 Green Ext Time s 0.1 0.0 5.1 0.6 0.0 5.5 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A ---PAGE BREAK--- HCM 6th TWSC 1: Evergreen Road & Hooper Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 1 Intersection Int Delay, s/veh 4.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 125 0 0 7 13 179 Future Vol, veh/h 125 0 0 7 13 179 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 5 5 33 33 4 4 Mvmt Flow 152 0 0 9 16 218 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 134 125 234 0 - 0 Stage 1 125 - - - - - Stage 2 9 - - - - - Critical Hdwy 6.45 6.25 4.43 - - - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.345 2.497 - - - Pot Cap-1 Maneuver [PHONE REDACTED] - - - Stage 1 893 - - - - - Stage 2 1006 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver [PHONE REDACTED] - - - Mov Cap-2 Maneuver 808 - - - - - Stage 1 893 - - - - - Stage 2 1006 - - - - - Approach EB NB SB HCM Control Delay, s 10.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1171 - 808 - - HCM Lane V/C Ratio - - 0.189 - - HCM Control Delay 0 - 10.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.7 - - ---PAGE BREAK--- HCM 6th AWSC 2: Evergreen Road & Hayes Street 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 2 Intersection Intersection Delay, s/veh 206.4 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 107 83 0 202 124 168 1 438 148 185 323 41 Future Vol, veh/h 107 83 0 202 124 168 1 438 148 185 323 41 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 4 4 4 2 2 2 2 2 2 2 2 2 Mvmt Flow 116 90 0 220 135 183 1 476 161 201 351 45 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 32.7 161.8 274.2 234 HCM LOS D F F F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 100% 0% 56% 41% 34% Vol Thru, % 0% 75% 44% 25% 59% Vol Right, % 0% 25% 0% 34% 7% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 1 586 190 494 549 LT Vol 1 0 107 202 185 Through Vol 0 438 83 124 323 RT Vol 0 148 0 168 41 Lane Flow Rate 1 637 207 537 597 Geometry Grp 7 7 2 2 5 Degree of Util 0.003 1.522 0.561 1.242 1.421 Departure Headway (Hd) 10.943 10.231 13.592 10.456 10.637 Convergence, Y/N Yes Yes Yes Yes Yes Cap 329 363 268 354 346 Service Time 8.643 7.931 11.592 8.456 8.637 HCM Lane V/C Ratio 0.003 1.755 0.772 1.517 1.725 HCM Control Delay 13.7 274.6 32.7 161.8 234 HCM Lane LOS B F D F F HCM 95th-tile Q 0 29.7 3.2 18.9 25 ---PAGE BREAK--- HCM 6th TWSC 3: Evergreen Road & Stacey Allison Way 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 3 Intersection Int Delay, s/veh 30.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 321 85 46 688 455 172 Future Vol, veh/h 321 85 46 688 455 172 Conflicting Peds, #/hr 2 1 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 115 - - - Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 4 4 2 2 Mvmt Flow 349 92 50 748 495 187 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1439 590 682 0 - 0 Stage 1 589 - - - - - Stage 2 850 - - - - - Critical Hdwy 6.42 6.22 4.14 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3 3 2.236 - - - Pot Cap-1 Maneuver ~ 158 548 901 - - - Stage 1 626 - - - - - Stage 2 466 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 149 547 901 - - - Mov Cap-2 Maneuver ~ 348 - - - - - Stage 1 592 - - - - - Stage 2 466 - - - - - Approach EB NB SB HCM Control Delay, s 133.6 0.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 901 - 377 - - HCM Lane V/C Ratio 0.055 - 1.171 - - HCM Control Delay 9.2 - 133.6 - - HCM Lane LOS A - F - - HCM 95th %tile Q(veh) 0.2 - 17.5 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 4: OR 214 & I-5 Southbound 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 744 653 0 715 748 0 0 0 791 0 423 Future Volume (veh/h) 0 744 653 0 715 748 0 0 0 791 0 423 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1723 0 1723 Adj Flow Rate, veh/h 0 791 0 0 761 0 841 0 450 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 2 0 2 Cap, veh/h 0 1244 0 1235 1277 0 586 Arrive On Green 0.00 0.38 0.00 0.00 0.38 0.00 0.40 0.00 0.40 Sat Flow, veh/h 0 3359 1460 0 3333 1448 3183 0 1460 Grp Volume(v), veh/h 0 791 0 0 761 0 841 0 450 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1591 0 1460 Q Serve(g_s), s 0.0 8.1 0.0 0.0 7.8 0.0 8.9 0.0 11.0 Cycle Q Clear(g_c), s 0.0 8.1 0.0 0.0 7.8 0.0 8.9 0.0 11.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1244 0 1235 1277 0 586 V/C Ratio(X) 0.00 0.64 0.00 0.62 0.66 0.00 0.77 Avail Cap(c_a), veh/h 0 2345 0 2327 1662 0 762 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 10.4 0.0 0.0 10.3 0.0 10.0 0.0 10.7 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.5 0.0 0.6 0.0 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.3 0.0 0.0 2.2 0.0 2.4 0.0 3.1 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 11.0 0.0 0.0 10.8 0.0 10.6 0.0 14.2 LOS A B A B B A B Approach Vol, veh/h 791 A 761 A 1291 Approach Delay, s/veh 11.0 10.8 11.9 Approach LOS B B B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 20.2 21.0 20.2 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 29.5 21.5 29.5 Max Q Clear Time (g_c+I1), s 10.1 13.0 9.8 Green Ext Time s 5.5 3.5 5.3 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B Notes Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 5: I-5 Northbound Ramp & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1169 268 0 1090 560 327 0 646 0 0 0 Future Volume (veh/h) 0 1169 268 0 1090 560 327 0 646 0 0 0 Initial Q (Qb), veh 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 Parking Bus, Adj 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 Adj Sat Flow, veh/h/ln 0 1723 1723 0 1709 1709 1695 1695 1695 Adj Flow Rate, veh/h 0 1244 0 0 1160 0 232 0 811 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 3 3 4 4 4 Cap, veh/h 0 1629 0 1616 530 0 944 Arrive On Green 0.00 0.50 0.00 0.00 0.50 0.00 0.33 0.00 0.33 Sat Flow, veh/h 0 3359 1460 0 3333 1448 1615 0 2874 Grp Volume(v), veh/h 0 1244 0 0 1160 0 232 0 811 Grp Sat Flow(s),veh/h/ln 0 1637 1460 0 1624 1448 1615 0 1437 Q Serve(g_s), s 0.0 15.9 0.0 0.0 14.5 0.0 5.8 0.0 13.7 Cycle Q Clear(g_c), s 0.0 15.9 0.0 0.0 14.5 0.0 5.8 0.0 13.7 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1629 0 1616 530 0 944 V/C Ratio(X) 0.00 0.76 0.00 0.72 0.44 0.00 0.86 Avail Cap(c_a), veh/h 0 2055 0 2039 577 0 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay s/veh 0.0 10.5 0.0 0.0 10.2 0.0 13.6 0.0 16.3 Incr Delay (d2), s/veh 0.0 1.3 0.0 0.0 0.9 0.0 0.6 0.0 7.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.7 0.0 0.0 4.1 0.0 1.9 0.0 4.7 Unsig. Movement Delay, s/veh Delay(d),s/veh 0.0 11.9 0.0 0.0 11.1 0.0 14.2 0.0 23.3 LOS A B A B B A C Approach Vol, veh/h 1244 A 1160 A 1043 Approach Delay, s/veh 11.9 11.1 21.3 Approach LOS B B C Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 21.5 30.3 30.3 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 32.5 32.5 Max Q Clear Time (g_c+I1), s 15.7 17.9 16.5 Green Ext Time s 1.3 7.8 7.7 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th TWSC 6: Lawson Avenue & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 6 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1325 513 0 1607 0 151 Future Vol, veh/h 1325 513 0 1607 0 151 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - None Storage Length - 140 - - - 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 3 3 0 0 Mvmt Flow 1380 534 0 1674 0 157 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 690 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.9 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.3 Pot Cap-1 Maneuver - 0 0 - 0 392 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 392 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 20.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 392 - - HCM Lane V/C Ratio 0.401 - - HCM Control Delay 20.2 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 1.9 - - ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 7: Evergreen Road & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 106 968 338 321 791 22 691 43 292 52 44 117 Future Volume (veh/h) 106 968 338 321 791 22 691 43 292 52 44 117 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/ln 1709 1709 1709 1709 1709 1709 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 112 1019 0 338 833 23 759 0 0 55 46 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 2 2 2 2 2 2 Cap, veh/h 137 1083 315 1429 39 815 0 69 94 Arrive On Green 0.08 0.33 0.00 0.19 0.44 0.44 0.25 0.00 0.00 0.04 0.05 0.00 Sat Flow, veh/h 1628 3247 1448 1628 3227 89 3281 0 1460 1641 1723 1460 Grp Volume(v), veh/h 112 1019 0 338 419 437 759 0 0 55 46 0 Grp Sat Flow(s),veh/h/ln 1628 1624 1448 1628 1624 1693 1641 0 1460 1641 1723 1460 Q Serve(g_s), s 7.2 32.2 0.0 20.5 20.5 20.5 23.9 0.0 0.0 3.5 2.7 0.0 Cycle Q Clear(g_c), s 7.2 32.2 0.0 20.5 20.5 20.5 23.9 0.0 0.0 3.5 2.7 0.0 Prop In Lane 1.00 1.00 1.00 0.05 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 137 1083 315 719 750 815 0 69 94 V/C Ratio(X) 0.82 0.94 1.07 0.58 0.58 0.93 0.00 0.80 0.49 Avail Cap(c_a), veh/h 217 1099 315 719 750 831 0 144 308 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 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay s/veh 47.6 34.3 0.0 42.6 22.1 22.1 38.9 0.0 0.0 50.2 48.6 0.0 Incr Delay (d2), s/veh 12.3 15.1 0.0 71.0 1.2 1.2 16.8 0.0 0.0 18.6 3.9 0.0 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/ln 3.4 14.7 0.0 14.4 7.9 8.2 11.5 0.0 0.0 1.8 1.3 0.0 Unsig. Movement Delay, s/veh Delay(d),s/veh 59.9 49.3 0.0 113.6 23.3 23.3 55.7 0.0 0.0 68.8 52.5 0.0 LOS E D F C C E A E D Approach Vol, veh/h 1131 A 1194 759 A 101 A Approach Delay, s/veh 50.4 48.9 55.7 61.4 Approach LOS D D E E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.9 32.1 25.0 39.8 30.8 10.3 13.4 51.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.3 36.4 20.5 35.8 26.8 18.9 14.1 42.2 Max Q Clear Time (g_c+I1), s 5.5 0.0 22.5 34.2 25.9 4.7 9.2 22.5 Green Ext Time s 0.0 0.0 0.0 1.0 0.3 0.1 0.1 5.5 Intersection Summary HCM 6th Ctrl Delay 51.4 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay. ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 8: Oregon Way & OR 214 05/01/2020 Allison Way Apartments 08/28/2019 Year 2034 + Phase 1 & 2 PM 10 Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 141 1033 31 20 979 77 25 28 7 112 47 73 Future Volume (veh/h) 141 1033 31 20 979 77 25 28 7 112 47 73 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 0.99 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/ln 1695 1695 1695 1709 1709 1709 1709 1709 1709 1723 1723 1723 Adj Flow Rate, veh/h 147 1076 32 21 1020 80 26 29 7 117 49 76 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 4 4 3 3 3 3 3 3 2 2 2 Cap, veh/h 183 1770 53 41 1420 111 241 217 52 320 99 154 Arrive On Green 0.11 0.55 0.55 0.03 0.47 0.47 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 1615 3193 95 1628 3049 239 1157 1330 321 1264 609 944 Grp Volume(v), veh/h 147 543 565 21 543 557 26 0 36 117 0 125 Grp Sat Flow(s),veh/h/ln1615 1611 1678 1628 1624 1664 1157 0 1651 1264 0 1553 Q Serve(g_s), s 4.7 11.9 11.9 0.7 14.1 14.1 1.1 0.0 1.0 4.6 0.0 3.8 Cycle Q Clear(g_c), s 4.7 11.9 11.9 0.7 14.1 14.1 4.9 0.0 1.0 5.6 0.0 3.8 Prop In Lane 1.00 0.06 1.00 0.14 1.00 0.19 1.00 0.61 Lane Grp Cap(c), veh/h 183 893 930 41 756 775 241 0 269 320 0 253 V/C Ratio(X) 0.80 0.61 0.61 0.51 0.72 0.72 0.11 0.00 0.13 0.37 0.00 0.49 Avail Cap(c_a), veh/h 293 1337 1393 233 1286 1318 616 0 804 729 0 756 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay s/veh 22.6 7.9 7.9 25.2 11.2 11.2 22.2 0.0 18.8 21.1 0.0 20.0 Incr Delay (d2), s/veh 8.0 0.7 0.6 9.6 1.3 1.3 0.2 0.0 0.2 0.7 0.0 1.5 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/ln2.0 3.1 3.2 0.3 4.3 4.4 0.3 0.0 0.4 1.3 0.0 1.4 Unsig. Movement Delay, s/veh Delay(d),s/veh 30.6 8.5 8.5 34.8 12.5 12.5 22.4 0.0 19.0 21.8 0.0 21.4 LOS C A A C B B C A B C A C Approach Vol, veh/h 1255 1121 62 242 Approach Delay, s/veh 11.1 12.9 20.4 21.6 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 13.0 5.8 33.5 13.0 10.5 28.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 7.5 43.5 25.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 6.9 2.7 13.9 7.6 6.7 16.1 Green Ext Time s 0.2 0.0 8.8 1.0 0.1 8.3 Intersection Summary HCM 6th Ctrl Delay 13.0 HCM 6th LOS B ---PAGE BREAK--- MORNING PEAK HOUR Year 2020 Critical Movement: WBR SBL Sum of Critical Flow Ratios: 0.059552496 Critical Intersection V/C: 0.070062 Adjusted Flow Rate: 0 173 Cycle Length (seconds): 60 Saturated Flow: 2905 Lost Time per phase (seconds): 4.5 Year 2022 Background Critical Movement: WBR SBL Sum of Critical Flow Ratios: 0.080895009 Critical Intersection V/C: 0.095171 Adjusted Flow Rate: 0 235 Cycle Length (seconds): 60 Saturated Flow: 2905 Lost Time per phase (seconds): 4.5 Year 2022 + Phase 1 Critical Movement: WBR SBL Sum of Critical Flow Ratios: 0.087091222 Critical Intersection V/C: 0.10246 Adjusted Flow Rate: 0 253 Cycle Length (seconds): 60 Saturated Flow: 2905 Lost Time per phase (seconds): 4.5 Year 2024+ Phase 1 & 2 Critical Movement: WBR SBL Sum of Critical Flow Ratios: 0.096385542 Critical Intersection V/C: 0.113395 Adjusted Flow Rate: 0 280 Cycle Length (seconds): 60 Saturated Flow: 2905 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: WBR SBL Sum of Critical Flow Ratios: 0.110843373 Critical Intersection V/C: 0.130404 Adjusted Flow Rate: 0 322 Cycle Length (seconds): 60 Saturated Flow: 2905 Lost Time per phase (seconds): 4.5 Year 2020 Critical Movement: WBR NBL Sum of Critical Flow Ratios: 0.063870968 Critical Intersection V/C: 0.075142 Adjusted Flow Rate: 0 99 Cycle Length (seconds): 60 Saturated Flow: 1550 Lost Time per phase (seconds): 4.5 Year 2022 Background Critical Movement: WBR NBL Sum of Critical Flow Ratios: 0.067096774 Critical Intersection V/C: 0.078937 Adjusted Flow Rate: 0 104 Cycle Length (seconds): 60 Saturated Flow: 1550 Lost Time per phase (seconds): 4.5 Year 2022 + Phase 1 Critical Movement: WBR NBL Sum of Critical Flow Ratios: 0.067096774 Critical Intersection V/C: 0.078937 Adjusted Flow Rate: 0 104 Cycle Length (seconds): 60 Saturated Flow: 1550 Lost Time per phase (seconds): 4.5 Year 2024+ Phase 1 & 2 Critical Movement: WBR NBL Sum of Critical Flow Ratios: 0.069032258 Critical Intersection V/C: 0.081214 Adjusted Flow Rate: 0 107 Cycle Length (seconds): 60 Saturated Flow: 1550 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: WBR NBL Sum of Critical Flow Ratios: 0.084516129 Critical Intersection V/C: 0.099431 Adjusted Flow Rate: 0 131 Cycle Length (seconds): 60 Saturated Flow: 1550 Lost Time per phase (seconds): 4.5 Year 2020 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.373069529 Critical Intersection V/C: 0.466337 Adjusted Flow Rate: 566 139 334 0 Cycle Length (seconds): 90 Saturated Flow: 3118 1563 3255 Lost Time per phase (seconds): 4.5 Year 2022 Background Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.497123943 Critical Intersection V/C: 0.621405 Adjusted Flow Rate: 628 152 646 0 Cycle Length (seconds): 90 Saturated Flow: 3118 1563 3255 Lost Time per phase (seconds): 4.5 Year 2022 + Phase 1 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.512334767 Critical Intersection V/C: 0.640418 Adjusted Flow Rate: 634 155 683 0 Cycle Length (seconds): 90 Saturated Flow: 3118 1563 3255 Lost Time per phase (seconds): 4.5 Year 2024+ Phase 1 & 2 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.556249058 Critical Intersection V/C: 0.695311 Adjusted Flow Rate: 650 170 778 0 Cycle Length (seconds): 90 Saturated Flow: 3118 1563 3255 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.608676603 Critical Intersection V/C: 0.760846 Adjusted Flow Rate: 673 202 858 0 Cycle Length (seconds): 90 Saturated Flow: 3118 1563 3255 Lost Time per phase (seconds): 4.5 Year 2020 EBL WBT NBL Sum of Critical Flow Ratios: 0.231180613 Critical Intersection V/C: 0.271977 Critical Movement: 24 654 8 Cycle Length (seconds): 90 Adjusted Flow Rate: 1550 3130 1185 Lost Time per phase (seconds): 4.5 Saturated Flow: Year 2022 Background EBL WBT NBL Sum of Critical Flow Ratios: 0.262145825 Critical Intersection V/C: 0.308407 Intersection 4: OR 214 & I‐5 SB Intersection 5: OR 214 & I‐5 NB Intersection 7: OR 214 & Evergreen Rd Intersection 8: OR 214 & Oregon Way ---PAGE BREAK--- Critical Movement: 25 704 25 Cycle Length (seconds): 90 Adjusted Flow Rate: 1550 3131 1181 Lost Time per phase (seconds): 4.5 Saturated Flow: Year 2022 + Phase 1 EBL WBT NBL Sum of Critical Flow Ratios: 0.263351173 Critical Intersection V/C: 0.309825 Critical Movement: 25 708 25 Cycle Length (seconds): 90 Adjusted Flow Rate: 1550 3132 1181 Lost Time per phase (seconds): 4.5 Saturated Flow: Year 2024+ Phase 1 & 2 Critical Movement: EBL WBT NBL Sum of Critical Flow Ratios: 0.269701451 Critical Intersection V/C: 0.317296 Adjusted Flow Rate: 26 722 26 Cycle Length (seconds): 90 Saturated Flow: 1550 3128 1176 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: EBL WBT NBL Sum of Critical Flow Ratios: 0.284328866 Critical Intersection V/C: 0.334505 Adjusted Flow Rate: 32 747 27 Cycle Length (seconds): 90 Saturated Flow: 1550 3108 1157 Lost Time per phase (seconds): 4.5 EVENING PEAK HOUR Year 2020 Critical Movement: EBT SBL Sum of Critical Flow Ratios: 0.382612414 Critical Intersection V/C: 0.450132 Adjusted Flow Rate: 728 528 Cycle Length (seconds): 60 Saturated Flow: 3359 3183 Lost Time per phase (seconds): 4.5 Year 2022 Background Critical Movement: EBT SBL Sum of Critical Flow Ratios: 0.405051509 Critical Intersection V/C: 0.476531 Adjusted Flow Rate: 739 589 Cycle Length (seconds): 60 Saturated Flow: 3359 3183 Lost Time per phase (seconds): 4.5 Year 2022 + Phase 1 Critical Movement: EBT SBL Sum of Critical Flow Ratios: 0.421603699 Critical Intersection V/C: 0.496004 Adjusted Flow Rate: 745 636 Cycle Length (seconds): 60 Saturated Flow: 3359 3183 Lost Time per phase (seconds): 4.5 Year 2024+ Phase 1 & 2 Critical Movement: EBT SBL Sum of Critical Flow Ratios: 0.452410127 Critical Intersection V/C: 0.532247 Adjusted Flow Rate: 763 717 Cycle Length (seconds): 60 Saturated Flow: 3359 3183 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: EBT SBL Sum of Critical Flow Ratios: 0.4997029 Critical Intersection V/C: 0.587886 Adjusted Flow Rate: 791 841 Cycle Length (seconds): 60 Saturated Flow: 3359 3183 Lost Time per phase (seconds): 4.5 Year 2020 Critical Movement: EBT NBT Sum of Critical Flow Ratios: 0.306341173 Critical Intersection V/C: 0.360401 Adjusted Flow Rate: 1029 0 Cycle Length (seconds): 60 Saturated Flow: 3359 Lost Time per phase (seconds): 4.5 Year 2022 Background Critical Movement: EBT NBT Sum of Critical Flow Ratios: 0.328232823 Critical Intersection V/C: 0.386156 Adjusted Flow Rate: 1094 0 Cycle Length (seconds): 60 Saturated Flow: 3333 Lost Time per phase (seconds): 4.5 Year 2022 + Phase 1 Critical Movement: EBT NBT Sum of Critical Flow Ratios: 0.335218815 Critical Intersection V/C: 0.394375 Adjusted Flow Rate: 1126 0 Cycle Length (seconds): 60 Saturated Flow: 3359 Lost Time per phase (seconds): 4.5 Year 2024+ Phase 1 & 2 Critical Movement: EBT NBT Sum of Critical Flow Ratios: 0.357844597 Critical Intersection V/C: 0.420994 Adjusted Flow Rate: 1202 0 Cycle Length (seconds): 60 Saturated Flow: 3359 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: EBT NBT Sum of Critical Flow Ratios: 0.370348318 Critical Intersection V/C: 0.435704 Adjusted Flow Rate: 1244 0 Cycle Length (seconds): 60 Saturated Flow: 3359 Lost Time per phase (seconds): 4.5 Year 2020 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.507741599 Critical Intersection V/C: 0.634677 Adjusted Flow Rate: 902 225 301 0 Cycle Length (seconds): 90 Saturated Flow: 3247 1628 3281 Lost Time per phase (seconds): 4.5 Year 2022 Background Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.629326708 Critical Intersection V/C: 0.786658 Adjusted Flow Rate: 965 242 602 0 Cycle Length (seconds): 90 Saturated Flow: 3247 1628 3281 Lost Time per phase (seconds): 4.5 Year 2022 + Phase 1 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.644017452 Critical Intersection V/C: 0.805022 Intersection 7: OR 214 & Evergreen Rd Intersection 4: OR 214 & I‐5 SB Intersection 5: OR 214 & I‐5 NB ---PAGE BREAK--- Adjusted Flow Rate: 968 253 625 0 Cycle Length (seconds): 90 Saturated Flow: 3247 1628 3281 Lost Time per phase (seconds): 4.5 Year 2024+ Phase 1 & 2 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.686880333 Critical Intersection V/C: 0.8586 Adjusted Flow Rate: 983 284 688 0 Cycle Length (seconds): 90 Saturated Flow: 3247 1628 3281 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: EBT WBL NBL NBT Sum of Critical Flow Ratios: 0.752776768 Critical Intersection V/C: 0.940971 Adjusted Flow Rate: 1019 338 759 0 Cycle Length (seconds): 90 Saturated Flow: 3247 1628 3281 Lost Time per phase (seconds): 4.5 Year 2020 EBL WBT SBL Sum of Critical Flow Ratios: 0.428190918 Critical Intersection V/C: 0.503754 Critical Movement: 111 894 89 Cycle Length (seconds): 90 Adjusted Flow Rate: 1615 3087 1274 Lost Time per phase (seconds): 4.5 Saturated Flow: Year 2022 Background EBL WBT SBL Sum of Critical Flow Ratios: 0.447367641 Critical Intersection V/C: 0.526315 Critical Movement: 116 945 89 Cycle Length (seconds): 90 Adjusted Flow Rate: 1615 3092 1273 Lost Time per phase (seconds): 4.5 Saturated Flow: Year 2022 + Phase 1 EBL WBT SBL Sum of Critical Flow Ratios: 0.45275878 Critical Intersection V/C: 0.532657 Critical Movement: 116 955 92 Cycle Length (seconds): 90 Adjusted Flow Rate: 1615 3094 1273 Lost Time per phase (seconds): 4.5 Saturated Flow: Year 2024+ Phase 1 & 2 Critical Movement: EBL WBT SBL Sum of Critical Flow Ratios: 0.469209752 Critical Intersection V/C: 0.552011 Adjusted Flow Rate: 121 984 96 Cycle Length (seconds): 90 Saturated Flow: 1615 3087 1271 Lost Time per phase (seconds): 4.5 Year 2034 + Phase 1 & 2 Critical Movement: EBL WBT SBL Sum of Critical Flow Ratios: 0.518120876 Critical Intersection V/C: 0.609554 Adjusted Flow Rate: 147 1020 117 Cycle Length (seconds): 90 Saturated Flow: 1615 3049 1264 Lost Time per phase (seconds): 4.5 Intersection 8: OR 214 & Oregon Way

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