Document Woodburn_doc_66857cd5b3

1030 Young Street Transportation Impact Analysis (Revised) Woodburn, Oregon Date: April 28, 2023 Prepared for: Eugene Labunsky, West Coast Home Solutions Prepared by: Jessica Hijar Jennifer Danziger, PE OREGON RENEWS: 16168 12/31/2023 Digitally signed by Jennifer Danziger Date: 2023.04.28 11:33:19-07'00' ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 1 of 23 Executive Summary 3 Project Description 4 Introduction 4 Location Description 4 Site Trips 8 Trip Generation 8 Trip Distribution 8 Traffic Volumes 10 Existing Conditions 10 Background Conditions 10 Buildout Conditions 11 Safety Analysis 15 Crash History Review 15 Sight Distance Evaluation 17 Warrant Analysis 18 Assessment of Pedestrian, Bicycle, and Transit Modes 18 Operational Analysis 20 Performance Standards 20 Delay & Capacity Analysis 20 Queuing Analysis 21 Conclusions 23 List of Appendices Appendix A – Site Information Appendix B – Volumes Appendix C - Safety Appendix D - Operations ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 2 of 23 List of Figures Figure 1: Project Location (Image from City of Woodburn Online GIS) 4 Figure 2: Vicinity Map 7 Figure 3: Trip Distribution and Assignment 9 Figure 4: Year 2023 Existing Conditions 12 Figure 5: Year 2025 Background Conditions 13 Figure 6: Year 2025 Buildout Conditions 14 List of Tables Table 1: Vicinity Roadway Descriptions 5 Table 2: Vicinity Intersection Descriptions 6 Table 3: Trip Generation Summary 8 Table 4: Growth Rate Assumptions 10 Table 5: Crash Type Summary 15 Table 6: Crash Severity and Rate Summary 15 Table 7: Active Transportation Projects in Woodburn TSP 19 Table 8: Capacity Analysis Summary 21 Table 9: 95th Percentile Queueing Analysis Summary 22 ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 3 of 23 Executive Summary 1. The proposed development will construct 94 multi-family housing units on currently undeveloped land located at 1030 Young Street in Woodburn, Oregon. 2. The trip generation calculations show that the proposed multi-family development is projected to generate 52 morning peak hour trips, 61 evening peak hour trips, and 678 weekday site trips. 3. Based on the most recent five years of crash data, one of the study intersections have crash rates that exceed the 90th percentile rates identified by ODOT for similar types of intersections and two are identified on the ODOT SPIS List. Potential intersection improvements have been identified in the Woodburn TSP at these intersections. 4. All other study intersections had no significant trends or crash patterns that were identified, and no safety mitigation is recommended per the crash data analysis. 5. Adequate sight distances are available at the proposed site access intersection to allow for safe operation along Young Street. 6. Preliminary traffic signal warrants are not projected to be met for any of the unsignalized study intersections upon full buildout of the proposed development. 7. All study intersections are currently operating acceptably per City of Woodburn and ODOT standards and are projected to continue operating acceptably through the 2025 site buildout year. No operational mitigation is necessary or recommended at these intersections. 8. In general, changes in 95th percentile queuing between the year 2025 background and buildout conditions are anticipated to be small, one or two vehicles. No queuing related mitigation is necessary or recommended. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 4 of 23 Project Description Introduction The proposed development will construct 94 multi-family housing units on currently undeveloped land located at 1030 Young Street in Woodburn, Oregon. This report addresses the impacts of the project on the nearby street system. Based on correspondence with City of Woodburn staff, the report conducts safety and operational analyses at the following intersections: 1. OR-99E (Pacific Highway) at Young Street/OR-214 2. OR-99E (Pacific Highway) at E Cleveland Street 3. Bryan Street/Site Access at Young Street The purpose of this study is to provide an analysis of potential traffic impacts of the proposed development on the surrounding transportation system and to recommend any required mitigative measures. Detailed information on traffic counts, trip generation calculations, safety analyses, and level of service calculations are included in the appendices to this report. Location Description The subject property is located west of Pacific Highway (OR-99E), south of Young Street, and north of Cleveland Street. Surrounding land uses include residential to the west and commercial along OR-99E. The site encompasses 3.18 acres and is zoned Mixed Use Village (MUV). The project site is shown in Figure 1. A site plan is included in Appendix A. Figure 1: Project Location (Image from City of Woodburn Online GIS) ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 5 of 23 The site will take access from Young Street. Willamette Valley Railway abuts the southern boundary of the site providing a barrier to any connection with E Cleveland Street. One site access is proposed to be aligned opposite Bryan Street. Vicinity Streets Four roadways near the site are anticipated to carry the majority of site trips to and from the project site. Table 1 provides a description of each of the vicinity roadways. Table 1: Vicinity Roadway Descriptions Street Name Functional Classification Travel Lanes Speed (MPH) Curbs & Sidewalks On-Street Parking Bicycle Lanes Jurisdiction: ODOT OR-99E (Pacific Highway) Regional Highway Major Arterial (City) 2-5 35 Partial Not Permitted None OR-214 (Young Street East) District Highway Major Arterial (City) 2-3 35 None No Permitted None Jurisdiction: City of Woodburn Young Street West Minor Arterial 3 25 Both Sides Not Permitted Yes E Cleveland Street Service Collector 2-3 25 Southern Side Not Permitted None Bryan Street Local Street 2 25 Partial Permitted None Functional classification based on Woodburn Transportation System Plan (September 2019). Study Intersections Most of the site trips generated by the proposed multi-family development are expected to impact three existing nearby intersections of significance. The project will construct the fourth leg of the intersection of Young Street at Bryan Street. A vicinity map displaying the project site, vicinity streets, and the study intersections with their associated lane configurations, under existing and proposed conditions, is shown in Figure 2. A summarized description of these intersections is provided in Table 2. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 6 of 23 Table 2: Vicinity Intersection Descriptions Intersection Geometry Traffic Control Phasing/Stopped Approaches 1 OR-99E at Young Street Four-Legged Signalized Protected/FYA NB/SB Left Turns, Permitted EB/WB Left Turns 2 OR-99E at E Cleveland Street Three- Legged Stop- Controlled Eastbound Stop-Controlled 3 Young Street at Bryan Street Three- Legged Stop- Controlled Southbound Stop-Controlled Public Transit The Woodburn Transit System provides a single, fixed loop around Woodburn that starts and stops at the Downtown Transit Center, with notable stops at the Woodburn Premium Outlets, Walmart, Bi-Mart, Safeway, and Goodwill. The nearest bus stop to the site is located along the site frontage, near the access intersection at Bryan Street. Weekday service is scheduled from approximately 8:00 AM to 6:00 PM and has headways of approximately 60 minutes. Saturday service is scheduled from approximately 9:00 AM to 5:00 PM and has headways of approximately 60 minutes. Sunday service is scheduled from approximately 9:00 AM to 3:00 PM and has headways of approximately 60 minutes. ---PAGE BREAK--- Figure 2 Young Street TIS 4/28/2023 VICINITY MAP ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 8 of 23 Site Trips Trip Generation The proposed development will include the construction of 94 multifamily units on currently undeveloped land. To estimate the number of trips that will be generated by the townhome development, trip equations from the Trip Generation Manual 1 were used. Land use code 220, Multi-Family Housing (Low-Rise), includes apartments, townhouses, and condiminiums located within the same building with at least three other dwelling units and that have two or three floors. Lande use code 221, Multi-Family Housing (Mid-Rise), includes apartments and condiminiums located in a building that has between four and 10 floors or living space. The proposed development consists of three floors, therefore, data from land use code 220, Multi-Family Housing (Low-Rise), was used to estimate the trip generation of the project based on the number of dwelling units. The trip generation calculations show that the proposed development is projected to generate 52 morning peak hour trips, 61 evening peak hour trips, and 678 weekday site trips. The trip generation estimates are summarized in Table 3. Detailed trip generation calculations are included in Appendix A. Table 3: Trip Generation Summary Land Use ITE Code Size Morning Peak Hour Evening Peak Hour Weekday In Out Total In Out Total Total Multi-Family Housing (Low-Rise) 220 94 units 12 40 52 38 23 61 678 Trip Distribution The directional distribution of site trips to and from the proposed development was estimated based on locations of likely trip destinations and locations of major transportation facilities in the site vicinity. The following trip distribution was estimated and used for analysis: • Approximately 45 percent of site trips will travel to/from the north along OR-99E • Approximately 25 percent of site trips will travel to/from the west along Young Street to access Interstate 5 northbound and school or other local destinations • Approximately 30 percent of site trips will travel to/from the south along OR-99E The trip distribution and assignment for the site trips generated during the morning and evening peak hours is shown in Figure 3. 1 Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition, 2021. ---PAGE BREAK--- SITE TRIP DISTRIBUTION & ASSIGNMENT Proposed Development Plan - Site Trips AM & PM Peak Hours Figure 3 Young Street TIS 4/28/2023 ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 10 of 23 Traffic Volumes Existing Conditions Traffic counts were collected at the study intersections along OR-99E on Tuesday, January 31, 2023, from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM. For the intersection of Bryan Street at Young Street, peak hour through volumes along Young Street from the intersection of Young Street at OR-99E were used. For the existing turning movement counts to and from Bryan Street, peak hour observations were made during the morning and evening peak hours. Since OR-99E is under the jurisdiction of ODOT, procedures described in ODOT’s Analysis Procedures Manual (APM)2 were used to seasonally adjust existing traffic volumes to reflect the 30th highest hour volumes in a typical year. Using a map of seasonal trends, this portion of OR-99E was determined to show a communter trend, and a seasonal adjustment factor (SAF) of 1.215 was applied to through volumes along OR-99E. Raw count data is included in Appendix B. Figure 4 shows the existing adjusted morning and evening peak hour traffic volumes at the study intersections. Background Conditions To provide analysis of the impact of the proposed development on the nearby transportation facilities, an estimate of future traffic volumes is required. Future traffic volumes for ODOT highways are projected using growth rates calculated based on data from ODOT’s future volumes table. Growth rates were applied to the existing traffic volumes over a two-year period to determine year 2025 background volumes. Table 4 summarizes the growth rates used for analysis. Table 4: Growth Rate Assumptions Facility Growth Rate OR-99E 1.9% per year (linear) OR-214 1.1% per year (linear) City of Woodburn roadways 1% per year (compounded) In addition to the general growth, in-process trips associated with the following previously-approved developments were added to the background volumes to represent future traffic volumes at the study intersections prior to approval of the proposed multi-family development: • Amazon Warehouse (Project Basie) • Woodburn East Apartments • Woodburn Place apartments (two phases) 2 ODOT, Analysis Procedures Manual Version 2, October 2020. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 11 of 23 • 119 N Pacific Highway Apartments Figure 5 shows the projected year 2025 background traffic volumes at the study intersections during the morning and evening peak hours. Buildout Conditions The peak hour trips projected to be generated by the proposed development, as described earlier within the Site Trips section, were added to the projected year 2025 background traffic volumes to obtain the expected 2025 site buildout volumes. Figure 6 shows the projected year 2025 buildout traffic volumes at the study intersections during the morning and evening peak hours. ---PAGE BREAK--- TRAFFIC VOLUMES Year 2023 Existing Conditions AM & PM Peak Hours Figure 4 Young Street TIS 4/28/2023 ---PAGE BREAK--- TRAFFIC VOLUMES Year 2025 Background Conditions AM & PM Peak Hours Figure 5 Young Street TIS 4/28/2023 ---PAGE BREAK--- TRAFFIC VOLUMES AM & PM Peak Hours Figure 6 Young Street TIS 4/28/2023 Year 2025 Buildout Conditions ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 15 of 23 Safety Analysis Crash History Review Using data obtained from the ODOT Crash Data System, a review of the most recent available five years of crash history (January 2016 to December 2020) was performed at the study intersections. The crash data were evaluated based on the number of crashes, the type of collisions, and the severity of the collisions. Crash severity is based on injuries sustained by people involved in the crash, and includes five categories: • Property Damage Only (PDO) • Possible Injury (Injury C) • Non-Incapacitating Injury (Injury B) • Incapacitating Injury (Injury A) • Fatality or Fatal Injury 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 represents approximately 10 percent of the annual average daily traffic (AADT) at the intersection. Table 5 provides a summary of crash types while Table 6 summarizes crash severities and rates for each of the study intersections. Detailed crash data is included in Appendix C. Table 5: Crash Type Summary Intersection Crash Type Total Crashes Turn Rear End Angle Side swipe Fixed Object Ped/ Bike 1 OR-99E at Young Street 15 12 5 3 1 0 36 2 OR-99E at E Cleveland Street 28 20 0 1 2 1 52 3 Bryan Street at Young Street 0 1 0 0 0 1 2 Table 6: Crash Severity and Rate Summary Intersection Severity Total Crashes ADT Crash Rate 90th% Rate PDO C B A Fatal 1 OR-99E at Young Street 17 16 3 0 0 36 25,110 0.79 0.860 2 OR-99E at E Cleveland Street 16 25 10 1 0 52 17,540 1.62 0.293 3 Bryan Street at Young Street 0 1 1 0 0 2 6,510 0.17 N/A ODOT 90th Percentile Crash rates are from the Analysis Procedures Manual Version 2 (2019), Exhibit 4.1, p.4-3. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 16 of 23 Crash Severity The intersection of OR-99E at E Cleveland Street had one crash resulting in an Injury A classification. The crash occurred when a southbound passenger vehicle was following too closely to the vehicle in front of them. The driver in the striking vehicle sustained no injury. A passenger in the struck vehicle sustained injuries classified as Injury A. The driver and another passenger in the struck vehicle reported possible injuries. The collision occurred under clear, dry, daytime conditions. Pedestrian and Bicycle Collisions The intersection of OR-99E at E Cleveland Street had one crash involving a pedestrian. A southbound vehicle struck a pedestrian whole was illegally in the roadway. The pedestrian sustained a possible injury consistent with injury classification C. The collision occurred under wet, rainy, and dimly lit conditions. The intersection of Bryan Street at Young Street has one crash involving a bicyclist. A left-turning westbound vehicle which did not have right-of-way over the cyclist struck an eastbound cyclist. The pedestrian suffered injuries consistent with the classification Injury B. The collision occurred under wet, rainy, and dark conditions. ODOT 90th Percentile Crash Rates Intersection crash rates were compared to the published statewide 90th percentile crash rates within ODOT’s Analysis Procedures Manual (APM). According to Exhibit 4-1: Intersection Crash Rates per MEV by Land Type and Traffic Control in the APM, intersections which experience crash rates in excess of 90th percentile crash rates should be “flagged for further analysis”. One of the study intersections was calculated to have a crash rate that exceeds the 90th percentile crash rate for similar intersections: OR-99E at E Cleveland Street The intersection of OR-99E at E Cleveland Street had 52 crashes over the five-year analysis period. Twenty-eight (28) of these crashes were reported as turning movement collisions and 20 were reported as rear-end collisions. The primary cause was not yielding to the right-of way of the through traffic. The intersection is currently unsignalized, with the eastbound approach under stop-control. OR-99E has four lanes of travel, with no center turn lane or refuge, which contributes to the frequency of rear-end collisions. The Woodburn TSP identifies intersection capacity improvement but does not specify any safety improvements at the intersection. The capacity improvement is identified as a traffic signal (if warranted), turn lanes, or roundabout at this location in coordination with ODOT. Consideration should be given to railroad preemption and the proximity to the signalized intersection at OR-99E at Young Street. Installing a traffic signal to protect the turning movements could potentially reduce the frequency of these collisions, however, as shown in the Warrant Analysis section, due to low minor street volumes, the preliminary traffic signal warrant is not met for this intersection. Additionally, ODOT’s region traffic engineer has noted installation of a traffic signal at this location would be problematic due to its close proximity to the fully controlled intersection of Young Street at OR-99E. Restriping OR-99E to replace one of the northbound lanes with a center turn lane until the roadway widens to five lanes north of Silverton Avenue could potentially improve the safety of the intersection. Separating the left- ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 17 of 23 turn movement from the through movement could reduce the rate of rear-end collisions at the intersection. Allowing for a two-stage left-turn movement could potentially reduce the rate of turn collisions. The proposed project is estimated to generate 18 evening peak hour trips at the study intersection, which is 0.97 percent of the total year 2025 buildout volume of 1,861 trips through the intersection. All site trips will be traveling through the intersection; none will be turning. ODOT SPIS Review The ODOT 2020 Safety Priority Index System (SPIS) list is based on reported crash data for the years 2017 through 2019. Two of the study area intersections was listed in the worst 15 percent of the SPIS list: • OR-99E at Young Street – 90-95th percentile • OR-99E at E Cleveland Street – 85-90th percentile These findings coincide with other factors in the crash review, including high crash rates and locations with crashes that resulted in an Injury A classification. The intersection of OR-99E at E Cleveland Street is discussed in the previous section. For context regarding the intersection of OR-99E at Young Street, see below. OR-99E at Young Street The Woodburn TSP identifies intersection capacity improvement but does not specify any safety improvements at the intersection. The capacity improvement is identified installing a third westbound lane to provide separate left, thru, and right turn lanes in coordination with ODOT, as well as implement protected/permissive left-turn phasing for the east and westbound approaches. The proposed project is estimated to generate 45 evening peak hour trips at the study intersection, which is 1.7 percent of the total year 2025 buildout volume of 2,662 trips through the intersection. Conclusion Based on a review of the most recent five years of available crash data, one of the study intersections has a crash rate that exceed the 90th percentile rates identified by ODOT for similar types of intersections and both highway intersections are identified within the worst 15 percent in ODOT’s SPIS database. The Woodburn TSP has projects identified at some of these locations. All other study intersections had no significant trends or crash patterns that were identified, and no safety mitigation is recommended per the crash data analysis. Sight Distance Evaluation A sight distance analysis was conducted at the site access proposed on Young Street. To evaluate the sight distance available, intersection sight distance was measured and recommended in accordance with the standards established in A Policy on Geometric Design of Highways and Streets3. According to AASHTO, the 3 American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 7th Edition, 2018. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 18 of 23 driver’s eye is assumed to be 14.5 feet from the near edge of the nearest travel lane of the intersecting street and at a height of 3.5 feet above the approach street pavement. The vehicle driver’s eye height is assumed to be 3.5 feet above the cross-street pavement. Based on the posted speed of 25 mph along Young Street, the minimum recommended intersection sight distance (ISD) is 295 feet and the minimum required stopping sight distance (SSD) is 155 feet. Looking east from the proposed access, the available sight distance was measured to be 380 feet (to the intersection of Young Street at OR-99E). Looking west from the proposed access, the available sight distance was measured to be in excess of 400 feet. Conclusion Adequate sight distances are available at the proposed site access location. No mitigation is recommended or necessary in conjunction with the proposed development. Warrant Analysis Preliminary traffic signal warrants were examined for the study intersections near the site where such treatments would be applicable. Detailed information on the warrant analyses is included in Appendix C. Preliminary Traffic Signal Warrants Preliminary traffic signal warrants were examined for all unsignalized study intersections in order to determine whether the installation of a new traffic signal will be warranted at the intersections by the 2025 site buildout year. Methodologies were based on the Manual on Uniform Traffic Control Devices4 (MUTCD). Warrant 1, Eight- Hour Vehicular Volumes, was evaluated based on the common assumption that traffic counted during the evening peak hour represents 10 percent of the average daily traffic (ADT) and that the 8th highest hour is 5.65 percent of the daily volume. Preliminary traffic signal warrants are not projected to be met for any of the unsignalized study intersections upon full buildout of the project. Assessment of Pedestrian, Bicycle, and Transit Modes Pedestrian Facilities Omitting the subject site, contiguous sidewalks are provided along Young Street. Continuous sidewalks are provided along OR-99E and intermittent sidewalks are provided along Bryan Street. E Cleveland Street has sidewalks on the south side but not along the north side where the railroad line is present. The development of the site will fill the current sidewalk gap along the southern side of the roadway, consistent with planned improvements in the TSP. Additionally, the project will construct a ped/bike path along the southern property line which connects to Young Street via paths through the center and along the western boundary of the site. 4 Federal Highway Administration, Manual om Uniform Traffic Control Devices, 2009 ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 19 of 23 Pedestrians have continuous sidewalks that allow access to numerous destinations. Sidewalks along Young Street and Gatch Street provide access to Washington Elementary School. Sidewalks along Front Street and Parr Road to the Settlemier Park, Heritage Elementary School, Valor Middle School, and Centennial Park. Sidewalks along Front Street and S Settlemier Avenue provide pedestrian access into the neighborhoods, downtown Woodburn, and other schools and parks. Bicycle Facilities Bicycle lanes are provided along both sides of Young Street but other higher classification roadways currently have no bike lanes. However, neighborhood streets not listed as bicycle routes in the immediate site vicinity are typically low-stress roadways that provide alternative routes to other nearby bicycle paths. There are 104 bicycle parking spaces which will be provided on-site. Transit Facilities The nearest bus stop to the site is located along the site frontage, near the existing intersection of Bryan Street at Young Street. Planned Improvements There are two planned pedestrian and bicycle projects listed in the Woodburn TSP which will provide connections between the proposed development and existing infrastructure and enhance safety for vulnerable roadway users. These projects are listed in Table 8. Table 7: Active Transportation Projects in Woodburn TSP Project Number Location Description P11 Young Street Fill in gaps B3 OR-99E from Lincoln Street to southern City boundary Widen roadway and install bike lanes in coordination with ODOT ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 20 of 23 Operational Analysis A capacity and delay analysis was conducted for each of the study intersections per the signalized and unsignalized intersection analysis methodologies in the Highway Capacity Manual 5 (HCM). Intersections are generally evaluated based on the average control delay experienced by vehicles and are assigned a grade according to their operation. The level of service (LOS) of an intersection can range from LOS A, which indicates very little or no delay experienced by vehicles, to LOS F, which indicates a high degree of congestion and delay. The volume-to-capacity (v/c) ratio is a measure that compares the traffic volumes (demand) against the available capacity of an intersection. The analysis was performed using the (version 11) software. The overall signalized v/c ratios were calculated following the methodologies in Chapter 16 of the ODOT APM for the critical intersection v/c ratio. This methodology was performed for all signalized intersections. Performance Standards All study intersections must comply with adopted operating standards, and intersection performance measures used for operating standards vary by roadway jurisdiction. The following agency mobility standards are applicable in the study area: • The City of Woodburn has the following mobility standards per the Woodburn Development Ordinance6: o For an unsignalized intersection, the minimum v/c ratio shall be 0.95 or lower for the major movement through the intersection, or if pre-development already operating at higher v/c, then at no higher v/c. • ODOT has the following mobility targets in the study area per the Oregon Highway Plan7: o OR-99E is a regional highway inside the urban growth boundary, with a posted speed of 35 mph. For non-MPOs outside of STAs, the target v/c ratio is 0.90. Delay & Capacity Analysis The v/c, delay, and LOS results of the capacity analysis are shown in Table 9 for the morning and evening peak hours. Detailed calculations as well as tables showing the relationship between delay and LOS are included in Appendix D. 5 Transportation Research Board, Highway Capacity Manual, 6th Edition, 2016. 6 City of Woodburn, Woodburn Development Ordinance, Amended by Ordinance 2603, effective June 30, 2022 (LA 21-02) 7 Oregon Department of Transportation, Oregon Highway Plan, Table 6: Volume to Capacity Ratio Targets for Peak Hour Operating Conditions, 1999 Including amendments November 1999 through May 2015 ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 21 of 23 Table 8: Capacity Analysis Summary Intersection & Condition Mobility Standard AM Peak Hour PM Peak Hour V/C LOS Delay V/C LOS Delay 1. OR-99E at Young Street1 2023 Existing Conditions 0.90 0.60 B 14 0.61 B 16 2025 Background Conditions 0.63 B 14 0.63 B 16 2025 Buildout Conditions 0.65 B 15 0.64 B 17 2. OR-99E at E Cleveland Street 2023 Existing Conditions 0.90 0.40 D 27 0.80 F 111 2025 Background Conditions2 0.45 D 32 0.81 F 116 2025 Buildout Conditions2 0.46 D 43 0.84 F 124 3. Young Street at Site Access/Bryan Street 2023 Existing Conditions 0.95 0.02 A 10 0.04 B 11 2025 Background Conditions 0.02 A 10 0.04 B 11 2025 Buildout Conditions 0.06 B 10 0.05 B 12 Table Notes: 1. The overall signalized v/c ratio for this intersection was calculated following the methodologies in Chapter 16 of the ODOT APM for the critical intersection v/c ratio. 2. The peak hour factor for this intersection was increased to a minimum of 0.95 due to the substantial increase in background traffic. All study intersections are currently operating acceptably per City of Woodburn and ODOT standards and are projected to continue operating acceptably through the 2025 site buildout year. No operational mitigation is necessary or recommended at these intersections. Queuing Analysis An analysis of projected queuing was conducted for the study intersections. The 95th percentile queue were estimated based on the same simulations used for the delay calculations. The 95th percentile queue is a statistical measurement which indicates there is a 5 percent chance that the queue may exceed this length during the analysis period; however, given this is a probability, the 95th percentile queue length may theoretically never be met or observed in the field. The 95th percentile queue reported in the simulation are presented in Table 9 for the morning and evening peak hours. All queues more than 5 feet longer than a multiple of 25 were rounded up to the nearest 25 feet, equivalent to an average vehicle length. Those that were 5 feet or less than a multiple of 25 were rounded down since 5 feet is equivalent to the space between queued vehicles. Detailed queuing analysis reports are included in Appendix D. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 22 of 23 Table 9: 95th Percentile Queueing Analysis Summary Intersection/Movement Available Storage (ft) 2025 Background Queue (ft) 2025 Buildout Queue (ft) Morning Evening Morning Evening 1. OR-99E at Young Street EB Left 95 125 150 125 150 WB Right 100 150 150 150 150 NB Left 110 100 125 125 125 SB Left 145 150 175 150 175 2. OR-99E at E Cleveland Street EB Left 165 100 225 100 225 NB Left-Through N/A 75 250 100 225 SB Through-Right N/A 25 25 25 25 3. Young Street at Bryan Street/Site Access EB Left-Through-Right N/A - 25 25 25 WB Left-Through-Right N/A - - 25 50 NB Left-Through-Right N/A - - 50 50 SB Left-Through-Right N/A 50 50 50 50 BOLDED values indicate 95th percentile queue that exceed available storage. In general, changes in 95th percentile queuing between the year 2025 background and buildout conditions are anticipated to be small, one or two vehicles. Based on the queuing evaluation, no queuing related mitigation is necessary or recommended. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Page 23 of 23 Conclusions The impacts of the proposed multi-family development were analyzed. Key findings include: • Based on the most recent five years of crash data, one of the study intersections have crash rates that exceed the 90th percentile rates identified by ODOT for similar types of intersections and two are identified on the ODOT SPIS List. Potential intersection improvements have been identified in the Woodburn TSP at these intersections. • All other study intersections had no significant trends or crash patterns that were identified, and no safety mitigation is recommended per the crash data analysis. • Adequate sight distances are available at the proposed site access intersection to allow for safe operation along Young Street. • Preliminary traffic signal warrants are not projected to be met for any of the unsignalized study intersections upon full buildout of the proposed development. • All study intersections are currently operating acceptably per City of Woodburn and ODOT standards and are projected to continue operating acceptably through the 2025 site buildout year. No operational mitigation is necessary or recommended at these intersections. • In general, changes in 95th percentile queuing between the year 2025 background and buildout conditions are anticipated to be small, one or two vehicles. No queuing related mitigation is necessary or recommended. ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Appendix A – Site Information Site Plan Trip Generation Calculations ---PAGE BREAK--- PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING YOUNG ST. PROPOSED BUILDING CARPORT CARPORT CARPORT CARPORT CARPORT CARPORT DOG PARK 5 11 11 5 6 7 10 10 6 10 6 10 6 8 7 4 11 11 6 8 12 10 LEASING OFFICE (FIRST FLOOR) CLUBHOUSE (FIRST FLOOR) 1,294 SF 10'-0" 10 TRASH TRASH EV 10'-0" VISION CLEARANCE AT ENTRY DRIVE 10'-0" VISION CLEARANCE AT ENTRY DRIVE CARPORT CARPORT BICYCLE RACK BICYCLE RACK TRASH EV EV EV EV EV EV EV EV EV 8'-0" 8'-0" 8'-0" 147'-1 1/2" 29'-0" 61'-0" 10'-0" 10'-0" 147'-1 1/2" 8'-0" 147'-6 3/4" 10'-0" 61'-0" 7'-8 3/4" 6'-6 1/2" 26'-0" 5'-0" 18'-0" 26'-0" 18'-0" 5'-0" 18'-0" 15'-0" 20'-0" 18'-0" 26'-0" 18'-0" 26'-0" 18'-0" 18'-0" 44'-0" 5'-0" 24'-0" 18'-0" 5'-0" 446'-2 1/4" 147'-1 1/2" 61'-0" 61'-0" BICYCLE RACK & COVER 8'-0" 26'-0" 18'-0" TYP. 9'-0" SETBACK 5'-0" SETBACK 5'-0" SETBACK 5'-0" TYP. 9'-0" TYP. 7'-6" 15'-0" 22'-0" TYP. 9'-0" 323'-6 1/2" P.U.E. 5'-0" 20'-1 3/4" 10'-0" SPEED BUMP SPEED BUMP TYP. 6'-6" TYP. 15'-5 3/4" TYP. 9'-0" TYP. 11'-6" BUS STOP LOCATION EASEMENT 12'-0" P.U.E. 5'-0" R.O.W. 5'-0" R.O.W. 7'-0" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CARPORT PATIO 140 SF 450SF 1. REFER TO LANDSCAPE PLANS FOR ADDITIONAL PEDESTRIAN WALKS AND PLANTING INFORMATION. 2. ANY GRADING AND UTILITIES (BOTH EXISTING AND NEW) ARE SHOWN FOR REFERENCE ONLY - REFER TO CIVIL DRAWINGS. 3. SITE PAVEMENT MATERIAL AND DESIGN PER CIVIL. MAX. SPACE BETWEEN JOINTS TO BE 10'-0". 4. REFER TO PLUMBING DRAWINGS FOR HOSE BIB LOCATIONS. 5. LIGHTING TO BE INSTALLED AT PATHS ALONG THE REQUIRED EXIT WAYS - REFER TO ELECTRICAL SITE PLAN. 6. ALL GROUND MOUNTED UTILITY EQUIPMENT SHALL BE SCREENED FROM THE STREET AND THE BUILDING WITH LANDSCAPE - VERIFY LOCATION WITH EACH UTLITY PROVIDER AND COORDINATE WITH LANDSCAPING AS NEEDED. 7. ANY WALL PACK LIGHTING PROVIDED TO BE SHIELDED. 8. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. 9. PARKING SPACES AND ACCESS AISLES SHALL HAVE A SURFACE SLOPES NOT STEEPER THAN 1:50 PER IBC. 10. ANY RETAINING WALLS, BERMS, SWALES, ETC. SHOWN FOR REFERENCE ONLY - REFER TO CIVIL DRAWINGS. 11. ALL WALL MOUNTED UTILITIES AND ASSOCIATED EQUIPMENT SHALL BE PAINTED TO MATCH ADJACENT BUILDING COLOR. SITE PLAN GENERAL NOTES: SITE PLAN LEGEND OBJECT/PATTERN DESCRIPTION(S) - BUILDING FOOTPRINT - PROPERTY LINE - SETBACK LINES - ROOF OUTLINE (NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION) - PROPERTY DATUM POINT X X X - FENCE LINE - ACCESSIBLE PATH FROM BUILDING TO PUBLIC WAY - AMENITY SPACE - GRASSCRETE FIRE ACCESS DRIVE - REMOVABLE BOLLARDS - ELECTRIC VEHICLE CHARGING STATION AT PARKING LOCATION EV PARKING SCHEDULE DESCRIPTION STANDARD STALLS TOTAL ON-SITE PARKING 152 190 * BASED ON PARKING RATIO OF 2 / DWELLING UNIT # REQUIRED # PROVIDED - 188* BUILDING COVERAGE DESCRIPTION BUILDING FOOTPRINT 26 % AREA (SF) % OF SITE 35,996 PAVING SIDEWALKS LANDSCAPE AREA INTERIOR IMPROVED* 46 % 10 % 18 % 64,439 13,420 24,824 1,294 SITE INFORMATION ZONE USES # UNITS MAX. LOT WIDTH LOT AREA 138,679 SF MAX. LOT DEPTH MUV - MIXED USE VILLAGE MULTI-FAMILY HOUSING 94 446'-2 1/4" 323-6 1/2" COMMON AREA IMPROVED COMMON AREA 450 DOG PARK, 140 PATIO 39,538 29 % - % UNITS TYPE 1-BEDROOM 48 AREA (SF) COUNT 788 2-BEDROOM 46 984 COMPACT STALLS** 38 - COVERED STALLS*** 97 94 BASED ON 20% ALLOWED TO BE COMPACT STALLS BASED ON 1/2 OF PARKING STALLS REQUIRED TO BE COVERED EV CHARGING STALLS 10 9 BICYCLE SCHEDULE DESCRIPTION STANDARD STALLS TOTAL ON-SITE PARKING 52 104 # REQUIRED # PROVIDED 52 104 COVERED STALLS 52 52 TOTAL SITE AREA 138,679 * BASED 12 SF / DWELLING UNIT TITLE: DATE: CLIENT: PROJECT/ LOCATION: WEST COAST HOME SOLUTIONS WOODBURN, OREGON LU 1.0 SITE PLAN 03/02/23 SCALE: 1" = 20'-0" SITE PLAN ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Appendix B – Volumes Traffic Counts In-Process Trips ---PAGE BREAK--- (303) 216-2439 www.alltrafficdata.net Location: 1 99E & E CLEVELAND ST AM Tuesday, January 31, 2023 Date: 99E 99E E CLEVELAND ST Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Motorized Vehicles Pedestrians Heavy Vehicles Peak Hour Peak Hour: 07:00 AM - 08:00 AM Peak 15-Minutes: 07:35 AM - 07:50 AM 462 553 482 455 161 97 0.86 N S E W 0.89 0.85 0.81 (1,016) (829) (176) (268) (905) (810) 71 0 0 64 0 97 0 391 26 456 0 0 E CLEVELAND ST 99E 99E 0 0 0 N S E W 0 0 0 0 0 0 2 0 0 2 0 0 36 30 32 36 2 4 N S E W 0 34 2 30 0 0 Interval Start Time Right Left Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling Hour Right Left Thru U-Turn Right Left Thru U-Turn Right Left Thru U-Turn 7:00 AM 1,105 0 10 0 0 2 37 0 0 33 97 10 0 5 7:05 AM 1,097 0 9 0 0 1 29 0 0 34 80 5 0 2 7:10 AM 1,103 0 9 0 0 1 36 0 0 23 77 4 0 4 7:15 AM 1,092 0 5 0 0 4 45 0 0 29 97 4 0 10 7:20 AM 1,056 0 9 0 0 4 32 0 0 35 92 5 0 7 7:25 AM 1,042 0 7 0 0 2 40 0 0 26 81 5 0 1 7:30 AM 1,042 0 11 0 0 2 28 0 0 39 87 3 0 4 7:35 AM 1,030 0 8 0 0 2 32 0 0 34 86 6 0 4 7:40 AM 1,009 0 8 0 0 1 44 0 0 40 107 7 0 7 7:45 AM 976 0 11 0 0 1 60 0 0 34 127 10 0 11 7:50 AM 925 0 7 0 0 3 37 0 0 31 86 2 0 6 7:55 AM 903 0 3 0 0 3 36 0 0 33 88 3 0 10 8:00 AM 897 0 5 0 0 2 42 0 0 29 89 5 0 6 8:05 AM 0 6 0 0 3 36 0 0 30 86 6 0 5 8:10 AM 0 4 0 0 0 29 0 0 28 66 1 0 4 8:15 AM 0 5 0 0 1 32 0 0 20 61 1 0 2 8:20 AM 0 6 0 0 3 37 0 0 27 78 3 0 2 8:25 AM 0 5 0 0 2 43 0 0 22 81 4 0 5 8:30 AM 0 6 0 0 1 31 0 0 29 75 4 0 4 8:35 AM 0 4 0 0 1 27 0 0 22 65 2 0 9 8:40 AM 0 8 0 0 2 26 0 0 29 74 4 0 5 8:45 AM 0 10 0 0 2 27 0 0 32 76 2 0 3 8:50 AM 0 1 0 0 5 36 0 0 13 64 3 0 6 8:55 AM 0 5 0 0 3 32 0 0 32 82 7 0 3 Count Total 0 162 0 0 51 854 0 0 704 2,002 106 0 125 Peak Hour 0 97 0 0 26 456 0 0 391 1,105 64 0 71 HV% PHF 0.81 0.85 0.89 1.2% 6.6% 7.8% 6.3% 0.86 EB WB NB SB All ---PAGE BREAK--- Traffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles on Crosswalk Heavy Vehicles Interval Start Time EB NB Total WB SB 7:00 AM 0 2 3 5 7:05 AM 1 1 4 6 7:10 AM 0 5 2 7 7:15 AM 0 2 2 4 7:20 AM 0 4 1 5 7:25 AM 0 3 2 5 7:30 AM 0 1 4 5 7:35 AM 0 1 2 3 7:40 AM 0 7 5 12 7:45 AM 1 0 5 6 7:50 AM 0 4 0 4 7:55 AM 0 2 6 8 8:00 AM 0 5 5 10 8:05 AM 0 3 6 9 8:10 AM 0 1 1 2 8:15 AM 0 4 2 6 8:20 AM 0 5 2 7 8:25 AM 0 7 3 10 8:30 AM 0 5 5 10 8:35 AM 0 2 3 5 8:40 AM 0 5 6 11 8:45 AM 0 0 4 4 8:50 AM 1 6 0 7 8:55 AM 1 7 5 13 Count Total 4 82 78 164 Peak Hour 2 32 36 70 Bicycles on Roadway Interval Start Time EB NB Total WB SB 7:00 AM 0 0 0 0 7:05 AM 0 0 0 0 7:10 AM 0 0 0 0 7:15 AM 0 0 0 0 7:20 AM 0 0 0 0 7:25 AM 0 0 0 0 7:30 AM 0 0 0 0 7:35 AM 0 0 0 0 7:40 AM 0 0 0 0 7:45 AM 0 0 0 0 7:50 AM 0 0 0 0 7:55 AM 0 0 0 0 8:00 AM 0 0 0 0 8:05 AM 0 0 0 0 8:10 AM 0 0 0 0 8:15 AM 0 0 0 0 8:20 AM 0 0 0 0 8:25 AM 0 0 0 0 8:30 AM 1 0 0 1 8:35 AM 0 0 0 0 8:40 AM 0 0 0 0 8:45 AM 0 0 0 0 8:50 AM 0 0 0 0 8:55 AM 0 0 0 0 Count Total 1 0 0 1 Peak Hour 0 0 0 0 Pedestrians/Bicycles on Crosswalk Interval Start Time EB NB Total WB SB 7:00 AM 0 0 0 0 7:05 AM 0 0 0 0 7:10 AM 0 0 0 0 7:15 AM 0 0 0 0 7:20 AM 0 0 0 0 7:25 AM 0 0 0 0 7:30 AM 0 0 0 0 7:35 AM 0 0 0 0 7:40 AM 0 0 0 0 7:45 AM 0 0 0 0 7:50 AM 0 0 0 0 7:55 AM 0 0 0 0 8:00 AM 0 0 0 0 8:05 AM 0 0 0 0 8:10 AM 0 0 0 0 8:15 AM 0 0 0 0 8:20 AM 0 0 0 0 8:25 AM 0 0 0 0 8:30 AM 0 0 0 0 8:35 AM 0 0 0 0 8:40 AM 0 0 0 0 8:45 AM 0 0 0 0 8:50 AM 0 0 0 0 8:55 AM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 ---PAGE BREAK--- (303) 216-2439 www.alltrafficdata.net Location: 2 99E & YOUNG ST AM Tuesday, January 31, 2023 Date: 99E 99E YOUNG ST YOUNG ST Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Motorized Vehicles Pedestrians Heavy Vehicles Peak Hour Peak Hour: 07:00 AM - 08:00 AM Peak 15-Minutes: 07:40 AM - 07:55 AM 540 734 349 300 531 458 258 186 0.82 N S E W 0.82 0.78 0.86 0.72 (1,341) (994) (598) (486) (321) (399) (973) (816) 36 0 145 195 114 40 59 133 66 0 0 359 36 473 22 0 YOUNG ST YOUNG ST 99E 99E 0 0 0 1 N S E W 0 0 0 0 0 0 1 0 3 0 10 21 1 0 2 3 6 45 48 22 16 28 34 11 8 N S E W 0 0 32 4 21 3 0 Interval Start Time Right Left Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling Hour Right Left Thru U-Turn Right Left Thru U-Turn Right Left Thru U-Turn 7:00 AM 1,678 0 3 7 0 1 12 0 5 48 0 7 31 134 6 12 0 2 7:05 AM 1,666 0 2 11 0 3 12 0 1 31 0 10 27 125 7 18 1 2 7:10 AM 1,660 0 5 10 0 3 4 0 1 39 0 9 20 110 3 10 3 3 7:15 AM 1,643 0 5 12 0 4 2 0 4 41 0 12 29 129 2 14 1 3 7:20 AM 1,618 0 3 4 0 4 5 0 3 44 0 11 30 118 7 6 1 0 7:25 AM 1,599 0 5 9 0 5 12 0 3 39 0 13 24 142 4 21 2 5 7:30 AM 1,563 0 5 8 0 2 12 0 4 24 0 18 33 125 4 13 1 1 7:35 AM 1,549 0 7 11 0 5 8 0 1 36 0 13 25 132 10 11 4 1 7:40 AM 1,521 0 7 17 0 3 13 0 5 38 0 11 32 172 5 36 1 4 7:45 AM 1,456 0 9 20 0 3 12 0 5 60 0 18 33 191 4 19 3 5 7:50 AM 1,379 0 8 11 0 2 14 0 2 38 0 12 38 149 5 11 2 6 7:55 AM 1,322 0 7 13 0 5 8 0 2 35 0 11 37 151 2 24 3 4 8:00 AM 1,286 0 6 7 0 3 9 0 3 44 0 4 24 122 2 17 2 1 8:05 AM 0 2 7 0 2 8 0 1 35 0 13 32 119 6 10 0 3 8:10 AM 0 3 3 0 4 10 0 1 28 0 6 20 93 2 15 1 0 8:15 AM 0 0 3 0 1 2 0 3 35 0 13 19 104 1 18 3 6 8:20 AM 0 5 6 0 1 5 0 4 31 0 9 28 99 1 9 0 0 8:25 AM 0 2 5 0 0 4 0 4 41 0 5 24 106 3 15 1 2 8:30 AM 0 9 7 0 5 3 0 1 34 0 13 27 111 1 7 1 3 8:35 AM 0 4 6 0 1 5 0 2 28 0 10 27 104 3 15 0 3 8:40 AM 0 4 5 0 2 5 0 1 27 0 9 33 107 3 15 0 3 8:45 AM 0 3 4 0 1 6 0 0 39 0 12 32 114 0 12 1 4 8:50 AM 0 11 6 0 3 8 0 1 30 0 3 14 92 1 9 2 4 8:55 AM 0 4 5 0 0 8 0 7 29 0 12 31 115 1 11 2 5 Count Total 0 119 197 0 63 187 0 64 874 0 254 670 2,964 83 348 35 70 Peak Hour 0 66 133 0 40 114 0 36 473 0 145 359 1,678 59 195 22 36 HV% PHF 0.72 0.78 0.86 0.82 4.3% 6.3% 5.3% 8.3% 6.3% 0.82 EB WB NB SB All ---PAGE BREAK--- Traffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles on Crosswalk Heavy Vehicles Interval Start Time EB NB Total WB SB 7:00 AM 0 1 1 5 7 7:05 AM 1 1 3 5 10 7:10 AM 0 5 1 2 8 7:15 AM 0 2 2 2 6 7:20 AM 0 4 2 2 8 7:25 AM 0 3 4 4 11 7:30 AM 3 1 0 3 7 7:35 AM 1 1 0 4 6 7:40 AM 0 4 5 6 15 7:45 AM 2 1 0 0 3 7:50 AM 4 3 2 6 15 7:55 AM 0 2 2 6 10 8:00 AM 0 5 3 7 15 8:05 AM 1 2 1 6 10 8:10 AM 0 1 1 2 4 8:15 AM 1 4 1 3 9 8:20 AM 2 4 2 4 12 8:25 AM 0 8 3 5 16 8:30 AM 1 4 3 7 15 8:35 AM 0 2 1 3 6 8:40 AM 0 4 2 5 11 8:45 AM 1 1 4 7 13 8:50 AM 0 3 2 0 5 8:55 AM 2 6 0 7 15 Count Total 19 72 45 101 237 Peak Hour 11 28 22 45 106 Bicycles on Roadway Interval Start Time EB NB Total WB SB 7:00 AM 0 0 0 0 0 7:05 AM 0 0 0 0 0 7:10 AM 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:20 AM 0 0 0 0 0 7:25 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:35 AM 0 0 0 0 0 7:40 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 7:50 AM 0 0 0 0 0 7:55 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:05 AM 0 0 0 0 0 8:10 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:20 AM 0 0 0 0 0 8:25 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:35 AM 0 0 0 0 0 8:40 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:50 AM 0 0 0 0 0 8:55 AM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Pedestrians/Bicycles on Crosswalk Interval Start Time EB NB Total WB SB 7:00 AM 0 0 0 0 0 7:05 AM 0 0 0 0 0 7:10 AM 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:20 AM 0 0 0 0 0 7:25 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:35 AM 1 0 0 0 1 7:40 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 7:50 AM 0 0 0 0 0 7:55 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:05 AM 1 0 0 0 1 8:10 AM 0 0 0 0 0 8:15 AM 0 0 0 1 1 8:20 AM 0 0 0 0 0 8:25 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:35 AM 0 0 1 0 1 8:40 AM 0 0 0 1 1 8:45 AM 0 0 0 0 0 8:50 AM 0 0 0 0 0 8:55 AM 0 0 0 0 0 Count Total 2 0 1 2 5 Peak Hour 1 0 0 0 1 ---PAGE BREAK--- (303) 216-2439 www.alltrafficdata.net Location: 1 99E & E CLEVELAND ST PM Tuesday, January 31, 2023 Date: 99E 99E E CLEVELAND ST Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Motorized Vehicles Pedestrians Heavy Vehicles Peak Hour Peak Hour: 04:05 PM - 05:05 PM Peak 15-Minutes: 04:10 PM - 04:25 PM 932 674 672 782 150 298 0.92 N S E W 0.95 0.90 0.83 (1,230) (1,784) (587) (291) (1,207) (1,465) 220 0 0 70 0 80 0 712 78 594 0 0 E CLEVELAND ST 99E 99E 0 0 0 N S E W 0 0 0 0 0 0 1 0 0 0 0 0 24 14 14 23 0 1 N S E W 0 23 0 14 0 0 Interval Start Time Right Left Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling Hour Right Left Thru U-Turn Right Left Thru U-Turn Right Left Thru U-Turn 4:00 PM 1,753 0 6 0 0 3 44 0 0 52 130 4 0 21 4:05 PM 1,754 0 11 0 0 1 44 0 0 62 139 6 0 15 4:10 PM 1,751 0 7 0 0 9 50 0 0 73 154 6 0 9 4:15 PM 1,749 0 6 0 0 3 64 0 0 63 163 9 0 18 4:20 PM 1,707 0 4 0 0 6 51 0 0 63 160 7 0 29 4:25 PM 1,674 0 11 0 0 7 38 0 0 55 128 8 0 9 4:30 PM 1,670 0 4 0 0 9 51 0 0 59 154 9 0 22 4:35 PM 1,658 0 8 0 0 9 56 0 0 62 151 0 0 16 4:40 PM 1,632 0 6 0 0 12 52 0 0 39 141 12 0 20 4:45 PM 1,629 0 4 0 0 5 57 0 0 62 148 1 0 19 4:50 PM 1,598 0 6 0 0 6 48 0 0 57 144 4 0 23 4:55 PM 1,558 0 6 0 0 6 51 0 0 57 141 4 0 17 5:00 PM 1,529 0 7 0 0 5 32 0 0 60 131 4 0 23 5:05 PM 0 5 0 0 4 54 0 0 53 136 5 0 15 5:10 PM 0 6 0 0 9 39 0 0 72 152 4 0 22 5:15 PM 0 6 0 0 4 44 0 0 48 121 4 0 15 5:20 PM 0 6 0 0 10 34 0 0 50 127 6 0 21 5:25 PM 0 6 0 0 4 39 0 0 52 124 6 0 17 5:30 PM 0 12 0 0 3 43 0 0 47 142 7 0 30 5:35 PM 0 4 0 0 5 26 0 0 67 125 7 0 16 5:40 PM 0 7 0 0 2 43 0 0 52 138 8 0 26 5:45 PM 0 5 0 0 7 42 0 0 46 117 3 0 14 5:50 PM 0 9 0 0 4 33 0 0 43 104 2 0 13 5:55 PM 0 8 0 0 4 35 0 0 40 112 5 0 20 Count Total 0 160 0 0 137 1,070 0 0 1,334 3,282 131 0 450 Peak Hour 0 80 0 0 78 594 0 0 712 1,754 70 0 220 HV% PHF 0.83 0.90 0.95 0.0% 2.1% 2.6% 2.2% 0.92 EB WB NB SB All ---PAGE BREAK--- Traffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles on Crosswalk Heavy Vehicles Interval Start Time EB NB Total WB SB 4:00 PM 1 3 5 9 4:05 PM 0 3 3 6 4:10 PM 0 3 1 4 4:15 PM 0 1 3 4 4:20 PM 0 1 0 1 4:25 PM 0 2 1 3 4:30 PM 0 1 3 4 4:35 PM 0 1 2 3 4:40 PM 0 1 1 2 4:45 PM 0 0 4 4 4:50 PM 0 0 0 0 4:55 PM 0 0 4 4 5:00 PM 0 1 2 3 5:05 PM 0 1 1 2 5:10 PM 0 0 2 2 5:15 PM 0 1 0 1 5:20 PM 0 0 2 2 5:25 PM 0 2 1 3 5:30 PM 0 1 0 1 5:35 PM 0 1 3 4 5:40 PM 0 0 3 3 5:45 PM 1 4 3 8 5:50 PM 0 2 0 2 5:55 PM 1 3 1 5 Count Total 3 32 45 80 Peak Hour 0 14 24 38 Bicycles on Roadway Interval Start Time EB NB Total WB SB 4:00 PM 0 0 0 0 4:05 PM 0 0 0 0 4:10 PM 0 0 0 0 4:15 PM 0 0 0 0 4:20 PM 0 0 0 0 4:25 PM 0 0 0 0 4:30 PM 0 0 0 0 4:35 PM 0 0 0 0 4:40 PM 0 0 0 0 4:45 PM 0 0 0 0 4:50 PM 0 0 0 0 4:55 PM 0 0 0 0 5:00 PM 0 0 0 0 5:05 PM 0 0 0 0 5:10 PM 0 0 0 0 5:15 PM 0 0 0 0 5:20 PM 0 0 0 0 5:25 PM 0 0 0 0 5:30 PM 0 0 0 0 5:35 PM 0 0 0 0 5:40 PM 0 0 0 0 5:45 PM 0 0 0 0 5:50 PM 0 0 0 0 5:55 PM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 Pedestrians/Bicycles on Crosswalk Interval Start Time EB NB Total WB SB 4:00 PM 0 0 0 0 4:05 PM 0 0 0 0 4:10 PM 0 0 0 0 4:15 PM 0 0 0 0 4:20 PM 0 0 0 0 4:25 PM 0 0 0 0 4:30 PM 0 0 0 0 4:35 PM 0 0 0 0 4:40 PM 0 0 0 0 4:45 PM 0 0 0 0 4:50 PM 0 0 0 0 4:55 PM 0 0 0 0 5:00 PM 0 0 0 0 5:05 PM 0 0 0 0 5:10 PM 0 0 0 0 5:15 PM 0 0 0 0 5:20 PM 0 0 0 0 5:25 PM 0 0 0 0 5:30 PM 0 0 0 0 5:35 PM 0 0 0 0 5:40 PM 1 0 0 1 5:45 PM 0 0 0 0 5:50 PM 0 0 0 0 5:55 PM 0 0 0 0 Count Total 1 0 0 1 Peak Hour 0 0 0 0 ---PAGE BREAK--- (303) 216-2439 www.alltrafficdata.net Location: 2 99E & YOUNG ST PM Tuesday, January 31, 2023 Date: 99E 99E YOUNG ST YOUNG ST Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Motorized Vehicles Pedestrians Heavy Vehicles Peak Hour Peak Hour: 04:30 PM - 05:30 PM Peak 15-Minutes: 04:40 PM - 04:55 PM 1,150 926 438 354 616 913 307 318 0.92 N S E W 0.93 0.86 0.86 0.81 (1,689) (2,294) (700) (688) (587) (561) (1,204) (1,795) 133 0 204 253 139 46 54 123 130 0 0 813 46 543 27 0 YOUNG ST YOUNG ST 99E 99E 2 1 1 2 N S E W 0 1 0 1 1 1 1 1 0 0 11 6 0 3 1 2 4 25 13 9 13 4 18 7 1 N S E W 0 0 14 1 3 0 0 Interval Start Time Right Left Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling Hour Right Left Thru U-Turn Right Left Thru U-Turn Right Left Thru U-Turn 4:00 PM 2,476 0 9 10 0 3 9 0 2 41 0 19 72 190 4 16 1 4 4:05 PM 2,484 0 8 8 0 4 7 0 3 40 0 18 71 192 4 22 0 7 4:10 PM 2,484 0 11 16 0 5 7 0 9 56 0 15 84 231 6 14 1 7 4:15 PM 2,502 0 3 10 0 4 9 0 6 69 0 13 74 213 3 13 0 9 4:20 PM 2,483 0 10 3 0 3 5 0 5 48 0 22 76 201 2 17 2 8 4:25 PM 2,471 0 9 8 0 3 5 0 5 39 0 13 52 162 4 11 2 11 4:30 PM 2,511 0 8 13 0 7 12 0 1 44 0 21 68 207 7 15 2 9 4:35 PM 2,484 0 11 3 0 4 7 0 7 45 0 11 64 199 4 29 4 10 4:40 PM 2,492 0 7 11 0 1 13 0 6 49 0 16 62 222 5 33 5 14 4:45 PM 2,451 0 11 12 0 3 13 0 3 63 0 16 86 256 3 25 2 19 4:50 PM 2,345 0 5 4 0 3 12 0 5 49 0 17 67 204 2 25 3 12 4:55 PM 2,319 0 11 8 0 5 10 0 5 50 0 12 58 199 7 20 1 12 5:00 PM 2,283 0 11 9 0 7 11 0 3 34 0 16 66 198 5 23 1 12 5:05 PM 0 18 11 0 8 10 0 5 42 0 14 50 192 5 20 1 8 5:10 PM 0 18 16 0 6 17 0 2 43 0 23 84 249 5 21 3 11 5:15 PM 0 7 11 0 0 15 0 4 36 0 23 64 194 5 17 4 8 5:20 PM 0 9 12 0 0 5 0 3 44 0 19 76 189 4 7 1 9 5:25 PM 0 14 13 0 2 14 0 2 44 0 16 68 202 2 18 0 9 5:30 PM 0 11 8 0 0 6 0 2 50 0 22 58 180 2 11 0 10 5:35 PM 0 13 9 0 3 12 0 7 20 0 26 71 207 12 12 4 18 5:40 PM 0 9 8 0 1 4 0 3 40 0 19 64 181 4 7 4 18 5:45 PM 0 8 6 0 2 5 0 1 38 0 12 52 150 6 6 1 13 5:50 PM 0 10 6 0 2 12 0 5 35 0 22 61 178 2 9 3 11 5:55 PM 0 6 4 0 2 7 0 8 38 0 19 64 163 2 4 0 9 Count Total 0 237 219 0 78 227 0 102 1,057 0 424 1,612 4,759 105 395 45 258 Peak Hour 0 130 123 0 46 139 0 46 543 0 204 813 2,511 54 253 27 133 HV% PHF 0.81 0.86 0.86 0.93 2.3% 2.1% 0.6% 2.2% 1.8% 0.92 EB WB NB SB All ---PAGE BREAK--- Traffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles on Crosswalk Heavy Vehicles Interval Start Time EB NB Total WB SB 4:00 PM 0 2 2 8 12 4:05 PM 3 1 2 3 9 4:10 PM 0 4 3 2 9 4:15 PM 0 2 0 2 4 4:20 PM 0 1 1 0 2 4:25 PM 1 2 0 3 6 4:30 PM 1 1 1 3 6 4:35 PM 0 1 1 1 3 4:40 PM 0 0 1 2 3 4:45 PM 1 0 1 3 5 4:50 PM 0 0 0 2 2 4:55 PM 1 0 0 3 4 5:00 PM 1 1 1 4 7 5:05 PM 1 0 1 2 4 5:10 PM 1 0 1 2 4 5:15 PM 0 0 0 0 0 5:20 PM 0 0 0 1 1 5:25 PM 1 1 2 2 6 5:30 PM 1 1 0 1 3 5:35 PM 0 1 0 4 5 5:40 PM 1 0 0 2 3 5:45 PM 1 2 0 4 7 5:50 PM 2 2 0 1 5 5:55 PM 1 2 0 3 6 Count Total 17 24 17 58 116 Peak Hour 7 4 9 25 45 Bicycles on Roadway Interval Start Time EB NB Total WB SB 4:00 PM 0 0 0 0 0 4:05 PM 0 0 0 0 0 4:10 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:20 PM 0 0 0 0 0 4:25 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:35 PM 0 0 0 0 0 4:40 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 4:50 PM 0 0 0 0 0 4:55 PM 0 0 1 0 1 5:00 PM 0 0 0 0 0 5:05 PM 0 0 0 0 0 5:10 PM 0 0 0 0 0 5:15 PM 0 0 1 0 1 5:20 PM 0 0 0 0 0 5:25 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:35 PM 0 0 0 0 0 5:40 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:50 PM 0 0 0 0 0 5:55 PM 0 0 0 0 0 Count Total 0 0 2 0 2 Peak Hour 0 0 2 0 2 Pedestrians/Bicycles on Crosswalk Interval Start Time EB NB Total WB SB 4:00 PM 0 0 0 0 0 4:05 PM 0 0 0 0 0 4:10 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:20 PM 1 0 0 0 1 4:25 PM 0 0 0 0 0 4:30 PM 0 0 0 1 1 4:35 PM 0 0 0 0 0 4:40 PM 0 0 0 1 1 4:45 PM 0 0 0 0 0 4:50 PM 0 0 0 0 0 4:55 PM 0 0 0 0 0 5:00 PM 0 0 0 1 1 5:05 PM 0 1 1 0 2 5:10 PM 2 0 0 1 3 5:15 PM 0 0 0 0 0 5:20 PM 0 0 0 0 0 5:25 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:35 PM 0 0 0 1 1 5:40 PM 1 0 0 0 1 5:45 PM 0 0 0 0 0 5:50 PM 0 0 0 0 0 5:55 PM 0 0 0 0 0 Count Total 4 1 1 5 11 Peak Hour 2 1 1 4 8 ---PAGE BREAK--- Project Basie Project 26306 September 2021 Page: 33 Kittelson & Associates, Inc. Portland, Oregon Trip Generation Estimate Trip generation estimates are typically based on data derived from Trip Generation, 10th Edition, published by the Institute of Transportation Engineers (ITE). Project Basie will be used for storage and consolidation of products prior to their larger regional and local distribution and would be considered a “sortable” facility. The ITE land use that most closely matches this function is “High-Cube Fulfillment Center Warehouse” (Land Use 155). Table 9 provides the estimated trip generation using ITE data. Table 9 - Estimated Trip Generation (ITE) – High Cube Fulfillment Center (Sortable) Land Use ITE Code Size Weekday Trips Weekday AM Peak Hour Trips Weekday PM Peak Hour Trips Total In Out Total In Out High-Cube Fulfillment Center Warehouse 155 3,849,000 sq. ft. 23,640 1,705 853 852 3,959 1,980 1,979 In reviewing Table 9, it is important to note that these ITE rates are based on one or two study sites (depending on the analysis period) with a facility square footage that is significantly smaller than the proposed 3.849 million square foot Project Basie facility. In consultation with the Project Basie tenant, it was determined that the application of the Land Use 155 rates would significantly overestimate the daily and peak hour trip profile of the site. Instead, the Project Basie tenant supplied a detailed employee and truck arrival/departure profile that was developed specifically for the proposed site, taking into consideration the size of the building, its geographic location and relation to other in-network distribution facilities, the finite processing capabilities of the facility, internal automation technology, anticipated employee levels, and site- specific work schedules. These variables are based on operational experience at other facilities with similar functions nationwide. A detailed summary of this profile is included in Appendix G along with additional trip generation information requested by City of Woodburn staff. As shown, the proposed site is anticipated to be a 24-hour facility with multiple shift change patterns. In particular, there are two key shift change periods that are anticipated to occur near the typical weekday AM and PM peak periods: ▪ 6:30-7:30 AM which accounts for the peak arrival period for the dayshift. ▪ 5:30-6:30 PM which accounts for peak dayshift departure period and the peak arrival period. These shift change periods represent what ITE defines as “the Peak Hour of the Generator”. The resulting trip profile is summarized in Table 10 below. ---PAGE BREAK--- Project Basie Project 26306 September 2021 Page: 34 Kittelson & Associates, Inc. Portland, Oregon Table 10 - Project Basie - Peak Hour of the Generator Trip Generation Estimate Land Use Size Trip Type Weekday Daily Trips Weekday AM Peak Hour of Generator Trips (6:30-7:30 AM) Weekday PM Peak Hour of Generator Trips (5:30-6:30 PM) Total In Out Total In Out Project Basie 937 employees per shift Employees 3,558 676 648 28 1,156 573 583 Trucks 612 26 13 13 20 10 10 Total 4,170 702 661 41 1,176 583 593 Source: Tenet supplied employee and freight arrival/departure schedule. See Appendix G. Note: The trip generation profile in Table 10 is consistent with the proposed 3.849 million square foot facility. The square footage identified in the 4/16/21 Scoping Memo was incorrectly stated. In addition to the Peak Hour of the Generator, the traffic counts along the OR 219 study corridor revealed that Woodburn’s street system has different peak time periods than reflected in Table 10. In particular, the weekday AM peak hour in Woodburn has been found to occur from 7:00-8:00 AM while the weekday PM system peak hour has been found to occur from 4:30-5:30 PM. The resulting trip profile for the proposed building during these times is shown in Table 11. Table 11 - Project Basie - Peak Hour of the System Trip Generation Estimate Land Use Size Trip Type Weekday Daily Trips Weekday AM Peak Hour of the System Trips (7:00-8:00 AM) Weekday PM Peak Hour of the System Trips (4:30-5:30 PM) Total In Out Total In Out Project Basie 937 employees per shift Employees 3,558 427 404 23 154 93 61 Trucks 612 30 15 15 22 11 11 Total 4,170 457 419 38 176 104 72 Source: Tenet supplied employee and freight arrival/departure schedule. See Appendix G. Note: The trip generation profile in Table 11 is consistent with the proposed 3.849 million square foot facility. The square footage identified in the 4/16/21 Scoping Memo was incorrectly stated. Site Trip Distribution/Trip Assignment A trip distribution pattern was identified for the proposed fulfillment center, taking into consideration the number of anticipated jobs that will be provided by the development, the site’s location with respect to both the city and other population centers in the Willamette Valley. In addition to these factors, US Census OnTheMap data was consulted which identifies statistics about the origins of workers who are employed in the Woodburn area (see Appendix H for a more detailed summary of the census employee origin data for Woodburn). Using a combination of these factors and based on preliminary scoping feedback from City, County, and ODOT staff, a refined trip distribution pattern was developed for the site. The trip distribution pattern and resulting assignment of weekday AM and PM peak period site-generated trips to the study intersections and site driveways is illustrated in Figures 13-16. ---PAGE BREAK--- © 2021 Microsoft Cor © 2021 Microsoft Cor © 2021 Microsoft Cor © 2021 Microsoft Cor © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS 5 WOODLAND AVE SITE BUTTEVILLE RD STAFNEY LN 219 WILLOW AVE PARR RD 219 ARBOR GROVE RD NE REALIGNED LEBRUN RD NORTH BUTTEVILLE RD NE EVERGREEN RD 3 4 5 15 6 7 1 2 8 BOONES FERRY RD 13 12 SETTLEMIER AVE 214 11 14 211 10 99E COMMERCE WAY E CLEVELAND STREET 214 9 N OREGON WAY FRONT ST PARK AVE H:\26\26306 - Woodburn Confidential\report\figs\26306_Figures.dwg Sep 13, 2021 - 9:11am - ssemensky Layout Tab: Fig13- TripGenAMSys Site-Generated Trips System Peak Hour (7:00 AM to 8:00 AM) Woodburn, OR 13 Project Basie September 2021 Figure 12 13 14 Butteville Rd LeBrun Rd/ South Site Access/ Butteville Rd South Middle Site Access/ Butteville Rd North Middle Site Access/ 1 2 OR 219 / Arbor Grove Rd NE OR 219 / North Butteville Road NE 11 15 Parr Rd/Butteville Rd North Site Access/ Butteville Rd Old Butteville Rd/ 4 5 6 7 OR 219 / Willow Ave OR 219 / Woodland Ave OR 219 / I-5 SB Ramps OR 219 / I-5 NB Ramps 3 OR 219 / Butteville Rd 8 OR 214/ Evergreen Rd NE Boones Ferry Rd OR 214/Settlemier Ave/ 9 17 8 1 4 2 46 6 7 1 78 147 8 8 84 91 16 14 231 4 30 322 30 326 30 6 36 328 3 25 21 146 111 1 13 32 6 73 256 1 4 1 21 3 2 34 33 22 109 3 2 13 21 17 21 326 3 30 38 2 2 1 17 4 1 1 2 4 10 OR 99E OR 214/OR 211/ ---PAGE BREAK--- H:\26\26306 - Woodburn Confidential\report\figs\26306_Figures.dwg Sep 13, 2021 - 9:11am - ssemensky Layout Tab: Fig14- Site-Generated Trips System Peak Hour (4:30 PM to 5:30 PM) Woodburn, OR 14 Project Basie September 2021 Figure Butteville Rd LeBrun Rd/ South Site Access/ OR 219 / Arbor Grove Rd NE OR 219 / North Butteville Road NE Parr Rd/Butteville Rd North Site Access/ Butteville Rd Old Butteville Rd/ OR 219 / Willow Ave OR 219 / Woodland Ave OR 219 / I-5 SB Ramps OR 219 / I-5 NB Ramps OR 219 / Butteville Rd 37 14 16 21 23 30 25 58 1 55 81 56 82 56 1 9 82 6 27 5 36 38 4 25 51 1 10 73 1 6 1 5 6 4 8 7 6 36 6 4 25 OR 214/ Evergreen Rd NE Boones Ferry Rd OR 214/Settlemier Ave/ 4 2 1 8 3 11 2 13 1 19 1 Butteville Rd South Middle Site Access/ Butteville Rd North Middle Site Access/ 5 4 5 82 6 56 9 4 4 2 4 1 1 1 3 1 OR 99E OR 214/OR 211/ ---PAGE BREAK--- H:\26\26306 - Woodburn Confidential\report\figs\26306_Figures.dwg Sep 13, 2021 - 9:11am - ssemensky Layout Tab: Fig15- TripGenAMGen Site-Generated Trips Peak Hour of Generator (6:30 AM to 7:30 AM) Woodburn, OR 15 Project Basie September 2021 Figure Butteville Rd LeBrun Rd/ South Site Access/ OR 219 / Arbor Grove Rd NE OR 219 / North Butteville Road NE Parr Rd/Butteville Rd North Site Access/ Butteville Rd Old Butteville Rd/ OR 219 / Willow Ave OR 219 / Woodland Ave OR 219 / I-5 SB Ramps OR 219 / I-5 NB Ramps OR 219 / Butteville Rd 232 8 9 132 145 17 14 364 7 31 509 32 516 33 9 58 517 3 37 33 230 231 2 11 39 9 58 460 1 3 1 33 3 2 53 52 34 230 3 2 18 OR 214/ Evergreen Rd NE Boones Ferry Rd OR 214/Settlemier Ave/ 26 13 1 4 2 73 10 7 1 122 1 Butteville Rd South Middle Site Access/ Butteville Rd North Middle Site Access/ 33 26 33 516 4 32 59 2 2 2 26 7 1 1 2 7 OR 99E OR 214/OR 211/ ---PAGE BREAK--- H:\26\26306 - Woodburn Confidential\report\figs\26306_Figures.dwg Sep 13, 2021 - 9:12am - ssemensky Layout Tab: Fig16 - TripGenPMGen Site-Generated Trips Peak Hour of Generator (5:30 PM to 6:30 PM) Woodburn, OR 16 Project Basie September 2021 Figure Butteville Rd LeBrun Rd/ South Site Access OR 219 / Arbor Grove Rd NE OR 219 / North Butteville Road NE Parr Rd/Butteville Rd North Site Access/ Butteville Rd Old Butteville Rd/ OR 219 / Willow Ave OR 219 / Woodland Ave OR 219 / I-5 SB Ramps OR 219 / I-5 NB Ramps OR 219 / Butteville Rd 204 119 130 117 128 249 208 321 6 457 449 463 455 464 8 51 456 52 223 29 203 218 31 206 421 8 51 413 8 51 8 29 47 30 47 46 30 203 46 31 206 OR 214/ Evergreen Rd NE Boones Ferry Rd OR 214/Settlemier Ave/ 23 12 12 65 24 64 9 110 9 108 6 Butteville Rd South Middle Site Access/ Butteville Rd North Middle Site Access/ 29 23 29 455 53 463 52 30 30 23 23 6 6 6 24 6 OR 99E OR 214/OR 211/ ---PAGE BREAK--- 15 I P a g e Enloe Consulting, LLC June 2022 Woodburn Place Apartments TIA CHAPTER 4: PROJECT IMPACTS This chapter reviews impacts the proposed development may have on the study area transportation system. The focus of the impact analysis is on the following study intersections: 1 N Pacific Hwy (99E)/ Molalla Rd (OR 211) 2 Molalla Rd (OR 211)/ Safeway Driveway 3 Molalla Rd (OR 211)/ June Way/ Woodburn Place Apartments Phase 2 Site Access 4 Molalla Rd (OR 211)/ Woodburn Place Apartments Phase 1 Site Access 5 Molalla Rd (OR 211)/ Cooley Road Trip Generation Trip generation is used to estimate the number of vehicle trips added to the roadway network by a development during a specified period. In this case, the AM and PM peak hour periods are studied. Trip generation estimates are established using data and methodology provided by the Institute of Transportation Engineers (ITE).3 Trip generation values for the proposed development are estimated using the ITE Trip Generation Manual, 11th Edition, and the Land Use Code 221: Multifamily Housing (Mid‐Rise) Not Close to Rail Transit. Trip generation values are provided in Table 8. Table 9: Trip Generation Summary Land Use (ITE Codes) Dwelling Units Time Period Trip Generation Rate Peak Hour Trips In Out Total Multi‐Family Mid‐Rise Not Close to Rail Transit (LUC 221) 258 AM Peak Equation 23 79 102 TOTAL AM PEAK HOUR 23 79 102 Multi‐Family Mid‐Rise Not Close to Rail Transit (LUC 221) 258 PM Peak Equation 62 39 101 TOTAL PM PEAK HOUR 62 39 101 Trip Distribution Trip distribution provides an estimation of where trips from the development originate and end on the study area network. This is represented as percentages where large portions of the trips generated enter and exit the project study area. The trip distribution percentages are included in Appendix D. Figures 6 and 7 show the trips generated by the study distributed on the network. 3 Trip Generation, 11th Edition, Institute of Transportation Engineers, 2021. ---PAGE BREAK--- Figure 6: Site Generated Volumes AM Peak Hour 1 99E / Molalla Rd 2 Molalla Rd / Safeway Driveway 3 Molalla Rd / June Way 0 0 6 20 68 2 9 2 28 68 0 20 0 0 0 20 20 8 0 0 0 0 0 6 0 0 0 0 1 0 4 Molalla Rd / Phase 1 Apt Access 5 Molalla Rd / Cooley Rd 0 0 0 0 0 0 0 1 2 0 0 0 9 5 4 1 0 0 ---PAGE BREAK--- Figure 7: Site Generated Volumes PM Peak Hour 1 99E / Molalla Rd 2 Molalla Rd / Safeway Driveway 3 Molalla Rd / June Way 0 0 15 10 34 1 4 7 14 34 0 10 0 0 0 53 53 22 0 0 0 0 0 16 0 0 0 0 2 0 4 Molalla Rd / Phase 1 Apt Access 5 Molalla Rd / Cooley Rd 0 0 0 0 0 0 0 4 7 0 0 0 4 2 2 3 0 0 ---PAGE BREAK--- Figure 8: Trip Distribution ]D J 0 z J: ~ ~ 6 ~ ~ ---PAGE BREAK--- Figure 9: AM Peak Hour Site Generated Volumes l i99E I Mola lla Rd I 2 Molalla Rd I June Way ~W lLJtiL I .i i ~ ~ 49 r 2 15 OJ' ~~ttt ·:Tiv • 7 0 ~ 0 0 5 0 1 4JMolalla Rd I Cooley Rd (Private Driveway) 7 0 0 0 0 r 1 0 RO. 1~ -4 0 J 4 3 y 1 0 0 ---PAGE BREAK--- Figure 10: PM Peak Hour Site Generated Volumes l i99E I Molalla Rd I rMolalla Rd I June Way 0 0 15 jl ll lh/ I u ~ 1= : ~ 32 r 1 2~ J ~~ttf ':Tiv • 0 ~ 0 0 15 0 2 a! Molalla Rd I Site Aeeess 4]Molalla Rd I Cooley Rd {Private Driveway) 33 5 A ~ 7 • 0 0 0 0 0 r 4 0 E. HARD£A~ RD. 5~ -4 0 J 3 2 T 3 0 0 ---PAGE BREAK--- 2237 NW Torrey Pines Drive, Bend, Oregon [EMAIL REDACTED] May 26, 2022 Woodburn Realestate, LLC Attention: Baset Shagrun 3000 Market Street, Suite 510 Salem, Oregon 97301 Re: Woodburn Apartments – Woodburn, Oregon Traffic Impact Analysis Woodburn File Numbers DR 22-05 and VAR 22-06 C&A Project Number 20220501.00 Dear Mr. Shagrun, This Traffic Impact Analysis (TIA) letter supports the proposed Woodburn Apartments development land use actions and addresses the City of Woodburn and the Oregon Department of Transportation (ODOT) Traffic Impact Study requirements. The following items are specifically addressed: 1. Property Description and Proposed Land Use Actions 2. Study Parameters 3. Development Trip Generation 4. Development Access 5. Summary 1. PROPERTY DESCRIPTION AND PROPOSED LAND USE ACTIONS The subject property is located at 119 N Pacific Highway in Woodburn, Oregon. It is described as tax lot 7500 on the Marion County Assessor's Map 051W17BC. The property size is 1.37 acres (59,740 square feet) and is undeveloped. The property is currently zoned Mixed-Use Village (MUV). The proposed 35-unit residential apartment development is an allowed use in the MUV zone designation. The property has direct access to N Pacific Highway (OR 99E). ---PAGE BREAK--- Woodburn Apartments – Woodburn, Oregon C&A Project Number 20220501.00 May 26, 2022 Page 2 ltr cmc Woodburn Residential Development TIS - final.docx 2. STUDY PARAMETERS Transportation materials contained in the April 14, 2022 letter from the City of Woodburn to Jim Toporek (Studio 3 Architecture) regarding the status of the Woodburn Apartments project state, TIA: Per [Woodburn Development Ordinance (WDO)] 3.04.05, a traffic impact analysis (TIA) is required if the proposal generates more than 100 peak hour trips or 1,000 daily trips (ODOT requires a TIA if the proposal generates 50 peak hour trips or 300 daily trips). Applicant must either submit a traffic memo calculating and describing why a TIA is not required for this project or if one is, submit a TIA. Consult with the City Engineer and ODOT regarding TIA standards and requirements.” Based on materials presented in the Development Trip Generation section of this analysis, only a traffic memo is necessary to address City requirements. Subsequent email correspondence with the Oregon Department of Transportation (ODOT) staff states, “Based on trip generation, a memo will be fine for the site. The one concern that would have been good to see in a TIA is left turn storage in the for vehicles waiting to turn into the site. The highway approach is situated in the best location (farthest away from the railroad crossing). But left-turn storage will start where the begins to taper. It would be helpful for our decision if the memo had a small mention of queueing and what that is expected to look like.” 3. DEVELOPMENT TRIP GENERATION Trip generation for the proposed 35-unit residential apartment development is estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, and practices from the ITE Trip Generation Handbook, 3rd Edition and is presented in the following table. TABLE 1 – DEVELOPMENT TRIP GENERATION Land Use ITE Code Size Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Multifamily Housing (Low-Rise) 220 35 DU 300 1 8 26 34 1 22 14 36 1 1 Trip generation estimated using the Fitted Curve per recommended practice in the ITE Trip Generation Handbook, 3rd Edition. As identified in the table above, 35 residential dwellings generate 300 daily, 34 AM, and 36 PM peak hour trips. Considering Woodburn TIA requirements, the development generates fewer than 100 peak hour or 1,000 daily trips. Therefore, City analysis thresholds are not met. Subsequent discussions with ODOT staff further indicate that only a memorandum documenting trip generation is necessary. ---PAGE BREAK--- Woodburn Apartments – Woodburn, Oregon C&A Project Number 20220501.00 May 26, 2022 Page 3 ltr cmc Woodburn Residential Development TIS - final.docx 4. DEVELOPMENT ACCESS Based on the attached site plan, the proposed development access to N Pacific Highway (OR 99E) is located at the northeast property corner, as far north from the OR 99E/ Silverton Avenue intersection and the railroad crossing as possible. OR 99E is five lanes wide at the proposed access location, including a center two-way left-turn lane and tapers to four lanes without a to the south. As a result, there is queue storage for approximately two northbound vehicles turning left into the proposed development. Given there are estimated to be 8 AM and 22 PM peak hour vehicle trips entering the development from both the north and southbound directions, it is anticipated that the northbound queue storage area will safely accommodate development queues. Overall, based on the proposed site plan, the development will be designed and constructed to Woodburn Development Ordinance standards. 5. SUMMARY The following conclusions are based on the materials contained in this analysis. 1. The subject property is located at 119 N Pacific Highway in Woodburn, Oregon. It is described as tax lot 7500 on the Marion County Assessor's Map 051W17BC. 2. The property size is 1.37 acres (59,740 square feet) and is undeveloped. The property is currently zoned Mixed-Use Village (MUV) and the proposed development is an allowed use. 3. The proposed 35-unit residential apartment development generates 300 daily, 34 AM, and 36 PM peak hour trips. Based on agency requirements, transportation impact analysis thresholds are not met and only a memorandum documenting trip generation is necessary. 4. The proposed development access to N Pacific Highway (OR 99E) is located at the northeast property corner, as far north from the OR 99E/ Silverton Avenue intersection and the railroad crossing as possible. 5. There is queue storage for approximately two northbound vehicles turning left into the proposed development. Given there are estimated to be 8 AM and 22 PM peak hour vehicle trips entering the development from both the north and southbound directions, it is anticipated that the northbound queue storage area will safely accommodate development queues. 6. Based on the proposed site plan the site will be designed and constructed to Woodburn Development Ordinance standards. Sincerely, Christopher M. Clemow, PE, PTOE Transportation Engineer Attachments: Site Plan ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Appendix C - Safety Crash History Data Left-Turn Lane Warrant Analysis Preliminary Signal Warrant Analysis ---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 01725 N N N # E r r o r 04/23/2016 16 BRYAN ST INTER 3-LEG N N UNK S-1STOP 01 NONE 0 013,004 27,07 CITY SA 0 YOUNG ST UN STOP SIGN N UNK REAR PRVTE UN-UN 000 00 N 9P 06 0 N DLIT INJ CAR 01 DRVR NONE 25 M OR-Y 016,043,026 038 27,07 N 45 8 15.52 -122 50 43.55 OR<25 # E r r o r 02 NONE 0 STOP PRVTE UN-UN 011 013 00 CAR 01 DRVR INJC 30 M OR-Y 000 022 00 OR>25 # E r r o r 03 NONE 0 STOP PRVTE UN-UN 011 004 00 CAR 01 DRVR NONE 00 F UNK 000 000 00 UNK 04128 N N N # E r r o r N N 10/29/2018 19 BRYAN ST INTER 3-LEG N N RAIN BIKE 01 NONE 0 TURN-R 19 CITY MO 0 YOUNG ST NE STOP SIGN N WET TURN PRVTE NE-NW 000 00 N 6A 06 0 N DARK INJ CAR 01 DRVR NONE 54 M OR-Y 027 000 00 N 45 8 15.52 -122 50 43.55 OR<25 # E r r o r - 01 BIKE INJB 29 F I XWLK 000 000 19 NW SE 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 YOUNG ST at BRYAN ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/11/2023 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 2 of 2 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 04396 N N N # E r r o r 10/17/2017 14 PACIFIC HY 99E INTER CROSS N N CLR 01 NONE 0 29 NO RPT TU YOUNG ST NE TRF SIGNAL N DRY REAR PRVTE NE-SW 000 00 N 6P 06 0 N DAY INJ CAR 01 DRVR NONE 30 M OR-Y 042 000 29 N 45 8 13.29 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR NONE 27 M OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJC 21 F 000 000 00 03333 N N N # E r r o r 08/17/2017 14 PACIFIC HY 99E INTER CROSS N N UNK S-1STOP 01 NONE 9 29 NONE TH YOUNG ST NE TRF SIGNAL N UNK REAR N/A NE-SW 000 00 N 11A 06 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 UNK # E r r o r 02 NONE 9 STOP N/A NE-SW 012 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 2 of 36 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 05701 N N N # E r r o r 08/06/2017 14 PACIFIC HY 99E INTER CROSS N N UNK O-OTHER 01 NONE 9 TURN-R 08 NONE SU YOUNG ST NE TRF SIGNAL N UNK TURN N/A SE-NE 000 00 N 8P 05 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 UNK # E r r o r 02 NONE 9 TURN-L N/A NW-NE 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00410 N Y N # E r r o r N N 02/02/2019 14 PACIFIC HY 99E INTER CROSS N N CLD S-1STOP 01 NONE 0 33,07 CITY SA YOUNG ST NE TRF SIGNAL N WET REAR PRVTE NE-SW 000 00 N 9P 06 0 N DLIT INJ CAR 01 DRVR INJB 54 M OR-Y 051,043,026 000 33,07 N 45 8 13.3 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR NONE 30 F OR-Y 000 000 00 OR<25 04971 N N N # E r r o r 11/17/2017 16 PACIFIC HY 99E INTER CROSS N N CLR 01 NONE 9 13 NONE FR YOUNG ST SW TRF SIGNAL N DRY SS-O N/A SW-NE 000 00 N 10A 06 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 3 - 4 of 36 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 # E r r o r 02 NONE 9 N/A SW-NE 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 05548 N N N # E r r o r 12/21/2017 19 PACIFIC HY 99E INTER CROSS N N FOG S-1STOP 01 NONE 9 29 NONE TH 0 YOUNG ST NW TRF SIGNAL N UNK REAR N/A NW-SE 000 00 N 8P 06 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 UNK # E r r o r 02 NONE 9 STOP N/A NW-SE 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02579 N N N # E r r o r 06/19/2016 14 PACIFIC HY 99E INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 02 CITY SU YOUNG ST CN TRF SIGNAL N DRY TURN PRVTE SW-NE 000 00 N 1P 04 0 N DAY INJ CAR 01 DRVR INJC 56 F OR-Y 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE NE-SE 000 00 CAR 01 DRVR INJC 80 F OTH-Y 028,004 000 02 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 5 CITY OF WOODBURN, MARION COUNTY 5 - 7 of 36 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 05809 N N N # E r r o r N N 12/30/2016 14 PACIFIC HY 99E INTER CROSS N N CLD O-1 L-TURN 01 NONE 0 TURN-L 02 CITY FR YOUNG ST CN TRF SIGNAL N WET TURN PRVTE SW-NW 000 00 N 8A 01 0 N DAY INJ CAR 01 DRVR NONE 69 F OR-Y 028,004 000 02 N 45 8 13.29 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 25 M OR-Y 000 000 00 OR<25 03034 N N N # E r r o r 07/20/2016 14 PACIFIC HY 99E INTER CROSS N N CLR S-OTHER 01 NONE 9 TURN-R 06 NONE WE YOUNG ST CN TRF SIGNAL N DRY TURN N/A SE-NE 031 00 N 12P 02 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 UNK # E r r o r 02 NONE 9 TURN-R N/A SE-NE 000 00 SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02018 N N N # E r r o r N N 05/23/2017 14 PACIFIC HY 99E INTER CROSS N N CLR ANGL-OTH 01 NONE 0 27,04 CITY TU YOUNG ST CN TRF SIGNAL N DRY ANGL PRVTE NE-SW 000 00 N 3P 03 0 N DAY INJ CAR 01 DRVR INJB 20 M OR-Y 016,020 038 27,04 N 45 8 13.29 -122 50 38.07 008100100S00 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 7 CITY OF WOODBURN, MARION COUNTY 8 - 9 of 36 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 # E r r o r 02 NONE 0 PRVTE NW-SE 000 00 CAR 01 DRVR INJC 41 M OR-Y 000 000 00 OR>25 02020 Y N N # E r r o r N N 05/23/2017 14 PACIFIC HY 99E INTER CROSS N N CLR ANGL-OTH 01 NONE 0 013 30,04 CITY TU YOUNG ST CN TRF SIGNAL N DRY ANGL PRVTE SE-NW 000 00 N 2P 01 0 N DAY INJ CAR 01 DRVR INJC 76 F OR-Y 050,020 000 30,04 N 45 8 13.29 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 013 00 CAR 01 DRVR NONE 20 M N-VAL 000 022 00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 013 00 CAR 02 PSNG INJC 20 M 000 000 00 # E r r o r 03 NONE 1 PRVTE SE-NW 000 00 SEMI TOW 01 DRVR NONE 48 M OR-Y 000 000 00 OR<25 04207 N N N # E r r o r N N 10/07/2017 14 PACIFIC HY 99E INTER CROSS N N CLR ANGL-OTH 01 NONE 0 02 CITY SA YOUNG ST CN TRF SIGNAL N DRY TURN PRVTE NE-SW 000 00 N 1A 03 0 N DLIT INJ CAR 01 DRVR INJC 54 M OR-Y 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 9 CITY OF WOODBURN, MARION COUNTY 10 - 11 of 36 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 # E r r o r 02 NONE 0 TURN-R PRVTE NW-SW 000 00 CAR 01 DRVR NONE 41 F OR-Y 028 000 02 OR>25 04842 N N N # E r r o r N N 11/10/2017 14 PACIFIC HY 99E INTER CROSS N N RAIN O-1 L-TURN 01 NONE 0 TURN-L 02 CITY FR YOUNG ST CN TRF SIGNAL N WET TURN PRVTE NW-NE 000 00 N 4P 02 0 N DAY INJ CAR 01 DRVR INJC 30 M NONE 028,004 000 02 N 45 8 13.29 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE SE-NW 000 00 CAR 01 DRVR INJC 28 M OR-Y 000 000 00 OR<25 05582 N N N # E r r o r N N 12/24/2017 14 PACIFIC HY 99E INTER CROSS N N RAIN ANGL-OTH 01 NONE 0 04 CITY SU YOUNG ST CN TRF SIGNAL N WET ANGL PRVTE NE-SW 000 00 N 10A 03 0 N DAY INJ CAR 01 DRVR INJC 34 F OR-Y 020 000 04 N 45 8 13.29 -122 50 38.07 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NW-SE 000 00 CAR 01 DRVR INJC 29 M SUSP 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 11 CITY OF WOODBURN, MARION COUNTY 12 - 14 of 36 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 03950 N N N # E r r o r N N 09/21/2017 14 PACIFIC HY 99E INTER CROSS N N CLR S-OTHER 01 NONE 9 U-TURN 08 CITY TH YOUNG ST CN TRF SIGNAL N DRY TURN N/A NE-NE 000 00 N 4P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 UNK # E r r o r 02 NONE 9 TURN-L N/A NE-SE 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03276 N N N # E r r o r N N 09/02/2018 14 PACIFIC HY 99E INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY SU YOUNG ST CN TRF SIGNAL N DRY TURN PRVTE SW-NW 000 00 N 12P 01 0 N DAY INJ CAR 01 DRVR NONE 26 M NONE 028,004 000 02 N 45 8 13.29 -122 50 38.07 008100100S00 N-RES # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJB 34 M OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJB 29 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 13 CITY OF WOODBURN, MARION COUNTY 15 - 16 of 36 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 01068 Y N N # E r r o r N N 03/23/2019 14 PACIFIC HY 99E INTER CROSS N N CLR ANGL-OTH 01 NONE 0 33,30,04 STATE SA YOUNG ST CN TRF SIGNAL N DRY ANGL PRVTE SW-NE 000 00 N 11A 02 0 N DAY INJ CAR 01 DRVR INJC 33 M OTH-Y 051,050,073 000 33,30,04 N 45 8 13.28 -122 50 38.06 008100100S00 N-RES # E r r o r 02 NONE 0 PRVTE SE-NW 000 00 CAR 01 DRVR INJC 56 M OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 PRVTE SE-NW 000 00 CAR 02 PSNG INJC 24 M 000 000 00 00371 N N N # E r r o r 01/30/2019 14 PACIFIC HY 99E INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 02 NO RPT WE YOUNG ST CN TRF SIGNAL N DRY TURN N/A SE-NW 000 00 N 5P 02 0 N DUSK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.29 -122 50 38.07 008100100S00 UNK # E r r o r 02 NONE 9 TURN-L N/A NW-NE 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 15 CITY OF WOODBURN, MARION COUNTY 17 - 18 of 36 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 00452 N N N # E r r o r 02/04/2020 14 PACIFIC HY 99E INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY TU YOUNG ST CN TRF SIGNAL N DRY TURN PRVTE NE-SE 000 00 N 5P 04 0 N DAY INJ CAR 01 DRVR INJC 32 M SUSP 028,004 000 02 N 45 8 13.26 -122 50 38.06 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE SW-NE 000 00 CAR 01 DRVR INJC 42 M OR-Y 000 000 00 OR<25 02362 N N N # E r r o r N N 08/07/2020 14 PACIFIC HY 99E INTER CROSS N N CLR ANGL-OTH 01 NONE 0 04 CITY FR YOUNG ST CN TRF SIGNAL N DRY ANGL PRVTE SE-NW 000 00 N 5P 01 0 N DAY INJ CAR 01 DRVR INJC 59 F NONE 020 000 04 N 45 8 13.3 -122 50 38.05 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 41 F OR-Y 000 000 00 OR<25 00280 N N N # E r r o r 01/20/2016 14 PACIFIC HY 99E ALLEY N Y RAIN FIX OBJ 01 NONE 0 TURN-R 058 08 NONE WE YOUNG ST NE (NONE) UNKNOWN N WET FIX PRVTE SW-SE 018 058 00 Y 6P 08 N DLIT INJ CAR 01 DRVR INJC 33 F OR-Y 002 000 08 N 45 8 14.16 -122 50 37.29 008100100S00 (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 URBAN NON-SYSTEM CRASH LISTING PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 17 CITY OF WOODBURN, MARION COUNTY 19 - 20 of 36 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 # E r r o r 02 NONE 0 PRKD-P PRVTE NW-SE 009 00 CAR 04369 N N N # E r r o r N N 10/16/2017 14 PACIFIC HY 99E ALLEY N N CLR O-1 L-TURN 01 NONE 0 02 CITY MO YOUNG ST NE (NONE) UNKNOWN N DRY TURN PRVTE NE-SW 000 00 N 4P 04 N DAY INJ CAR 01 DRVR NONE 39 M NONE 000 000 00 N 45 8 15.02 -122 50 36.52 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE SW-NW 019 00 CAR 01 DRVR INJC 68 F OR-Y 028,004 000 02 OR<25 03253 N N N # E r r o r N N 08/31/2018 14 PACIFIC HY 99E ALLEY N N CLR O-1 L-TURN 01 NONE 0 082 02 CITY FR YOUNG ST NE (NONE) UNKNOWN N DRY TURN PRVTE NE-SW 000 00 N 10A 03 N DAY INJ CAR 01 DRVR INJC 64 M OR-Y 000 000 00 N 45 8 15.03 -122 50 36.52 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE SW-NW 019 00 CAR 01 DRVR NONE 17 M OR-Y 028 000 082 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 19 CITY OF WOODBURN, MARION COUNTY 21 - 23 of 36 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 03549 N N N # E r r o r 11/18/2020 14 PACIFIC HY 99E ALLEY N N RAIN ANGL-OTH 01 NONE 9 TURN-L 02 NONE WE YOUNG ST NE (NONE) UNKNOWN N WET TURN N/A NW-NE 018 00 N 4P 00 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 14.58 -122 50 36.92 008100100S00 (04) UNK # E r r o r 02 NONE 9 N/A SW-NE 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04129 N N N # E r r o r N N 10/21/2019 16 YOUNG ST ALLEY N N CLR ANGL-OTH 01 NONE 9 UNK 02 CITY MO 85 PACIFIC HY 99E NW (NONE) UNKNOWN N DRY TURN N/A N -UN 018 00 N 2P 07 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.99 -122 50 39.74 (02) UNK # E r r o r 02 NONE 9 N/A SE-NW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02851 N N N # E r r o r 09/20/2020 16 YOUNG ST ALLEY N N CLR ANGL-OTH 01 NONE 9 TURN-R 02 NO RPT SU 85 PACIFIC HY 99E NW (NONE) UNKNOWN N DRY TURN N/A NE-NW 018 00 N 3P 07 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 13.99 -122 50 39.76 (02) 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 21 CITY OF WOODBURN, MARION COUNTY 24 - 25 of 36 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 # E r r o r 02 NONE 9 N/A SE-NW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01047 N N N # E r r o r N N 03/17/2017 14 PACIFIC HY 99E N N CLD 01 NONE 0 13 CITY FR YOUNG ST NE (NONE) UNKNOWN N WET SS-O PRVTE NE-SW 000 00 N 11P 04 N DLIT INJ CAR 01 DRVR NONE 32 M OTH-Y 045 000 13 N 45 8 14.59 -122 50 36.91 008100100S00 (04) N-RES # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 33 M OR-Y 000 000 00 OR<25 01537 N N N # E r r o r 04/20/2017 14 PACIFIC HY 99E N N CLR S-1STOP 01 NONE 9 29 NONE TH YOUNG ST NE (NONE) UNKNOWN N DRY REAR N/A SW-NE 000 00 N 4P 06 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 14.59 -122 50 36.91 008100100S00 (04) UNK # E r r o r 02 NONE 9 STOP N/A SW-NE 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 23 CITY OF WOODBURN, MARION COUNTY 26 - 28 of 36 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 03202 N N N # E r r o r 08/07/2017 14 PACIFIC HY 99E N N CLR S-1STOP 01 NONE 9 29 NO RPT MO YOUNG ST NE (NONE) UNKNOWN N DRY REAR N/A SW-NE 000 00 N 1P 00 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 14.59 -122 50 36.91 008100100S00 (04) UNK # E r r o r 02 NONE 9 STOP N/A SW-NE 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00543 N N N # E r r o r 02/16/2018 14 PACIFIC HY 99E Y N RAIN S-1STOP 01 NONE 0 27,29 NONE FR YOUNG ST NE (NONE) UNKNOWN N WET REAR PRVTE NE-SW 000 00 N 11A 04 N DAY INJ CAR 01 DRVR NONE 71 F OR-Y 016,026 038 27,29 N 45 8 14.59 -122 50 36.91 008100100S00 (04) OR>25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 65 M OR-Y 000 000 00 OR<25 02708 N Y N # E r r o r N N 09/06/2020 14 PACIFIC HY 99E Y N CLR S-1STOP 01 NONE 9 07 CITY SU YOUNG ST NE (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 2A 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 14.16 -122 50 37.3 008100100S00 (04) 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 25 CITY OF WOODBURN, MARION COUNTY 29 - 30 of 36 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 # E r r o r 02 NONE 9 STOP N/A NE-SW 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01257 N N N # E r r o r 04/11/2020 16 YOUNG ST Y N CLR S-1STOP 01 NONE 0 29 NO RPT SA PACIFIC HY 99E SE (NONE) UNKNOWN N DRY REAR PRVTE SE-NW 000 00 N 7P 04 N DUSK INJ CAR 01 DRVR NONE 21 F OR-Y 026 000 29 N 45 8 12.92 -122 50 37.1 014000100S00 (02) OR<25 # E r r o r 02 NONE 0 STOP PRVTE SE-NW 011 00 CAR 01 DRVR NONE 82 F OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 STOP PRVTE SE-NW 011 00 CAR 02 PSNG INJC 59 F 000 000 00 04658 N N N # E r r o r N N 12/06/2018 16 PACIFIC HY 99E N N CLR S-1STOP 01 NONE 9 07 CITY TH YOUNG ST SW (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 4P 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 12.38 -122 50 38.9 008100100S00 (04) UNK # E r r o r 02 NONE 9 STOP N/A NE-SW 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 27 CITY OF WOODBURN, MARION COUNTY 31 - 33 of 36 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 03011 N N N # E r r o r 08/08/2019 16 PACIFIC HY 99E Y N RAIN S-1STOP 01 NONE 9 29 NONE TH YOUNG ST SW (NONE) UNKNOWN N WET REAR N/A SW-NE 000 00 N 11A 00 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 12.38 -122 50 38.89 008100100S00 (04) UNK # E r r o r 02 NONE 9 STOP N/A SW-NE 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02712 N N N # E r r o r 09/06/2020 16 PACIFIC HY 99E N N CLR S-1STOP 01 NONE 9 29 NONE SU YOUNG ST SW (NONE) UNKNOWN N DRY REAR N/A SW-NE 000 00 N 3P 00 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 12.36 -122 50 38.91 008100100S00 (04) UNK # E r r o r 02 NONE 9 STOP N/A SW-NE 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03400 N N N # E r r o r 11/10/2020 16 PACIFIC HY 99E N N CLR 01 NONE 9 13,27 CITY TU YOUNG ST SW (NONE) UNKNOWN N DRY SS-O N/A NE-SW 000 00 N 7P 04 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 12.37 -122 50 38.92 008100100S00 (04) 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 29 CITY OF WOODBURN, MARION COUNTY 34 - 35 of 36 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 # E r r o r 02 NONE 9 N/A NE-SW 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 PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 31 CITY OF WOODBURN, MARION COUNTY 36 - 36 of 36 Crash records shown. ---PAGE BREAK--- MAJOR MODERATE MINOR PROP FATAL INJURY INJURY INJURY DAMAGE TOTAL PEOPLE MAJOR MODERATE MINOR COLLISION TYPE CRASHES CRASHES CRASHES CRASHES ONLY CRASHES KILLED INJURIES INJURIES INJURIES YEAR: 2020 ANGLE 0 0 0 1 0 1 0 0 0 2 REAR-END 0 0 0 1 2 3 0 0 0 1 SIDESWIPE - OVERTAKING 0 0 0 0 1 1 0 0 0 0 TURNING MOVEMENTS 0 0 0 1 2 3 0 0 0 2 2020 TOTAL 0 0 0 3 5 8 0 0 0 5 YEAR: 2019 ANGLE 0 0 0 1 0 1 0 0 0 3 REAR-END 0 0 1 0 1 2 0 0 1 0 TURNING MOVEMENTS 0 0 0 0 2 2 0 0 0 0 2019 TOTAL 0 0 1 1 3 5 0 0 1 3 YEAR: 2018 REAR-END 0 0 0 1 1 2 0 0 0 1 TURNING MOVEMENTS 0 0 1 1 0 2 0 0 2 1 2018 TOTAL 0 0 1 2 1 4 0 0 2 2 YEAR: 2017 ANGLE 0 0 1 2 0 3 0 0 1 5 REAR-END 0 0 0 1 4 5 0 0 0 1 SIDESWIPE - OVERTAKING 0 0 0 1 1 2 0 0 0 1 TURNING MOVEMENTS 0 0 0 3 2 5 0 0 0 4 2017 TOTAL 0 0 1 7 7 15 0 0 1 11 YEAR: 2016 FIXED / OTHER OBJECT 0 0 0 1 0 1 0 0 0 1 TURNING MOVEMENTS 0 0 0 2 1 3 0 0 0 3 2016 TOTAL 0 0 0 3 1 4 0 0 0 4 FINAL TOTAL 0 0 3 16 17 36 0 0 4 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 requirements, 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 CRASH SUMMARIES BY YEAR BY COLLISION TYPE PACIFIC HY 99E and YOUNG ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS160 Page: 1 ---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 05030 N N N # E r r o r 11/13/2016 16 CLEVELAND ST INTER 3-LEG N N RAIN S-1STOP 01 NONE 0 29 NONE SU PACIFIC HY 99E SW STOP SIGN N WET REAR PRVTE SW-NE 000 00 N 6P 06 0 N DLIT INJ CAR 01 DRVR NONE 00 M OR-Y 026 000 29 N 45 8 8.64 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 0 STOP PRVTE SW-NE 012 00 CAR 01 DRVR NONE 40 F OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 STOP PRVTE SW-NE 012 00 CAR 02 PSNG INJC 64 M 000 000 00 # E r r o r 02 NONE 0 STOP PRVTE SW-NE 012 00 CAR 03 PSNG INJC 68 F 000 000 00 02824 N N N # E r r o r 07/15/2017 16 CLEVELAND ST INTER 3-LEG N N CLR S-1STOP 01 NONE 0 013 07 CITY SA PACIFIC HY 99E SW STOP SIGN N DRY REAR PRVTE S -N 000 00 N 4P 06 0 N DAY INJ CAR 01 DRVR NONE 26 M SUSP 043,026 000 07 N 45 8 8.64 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 STOP PRVTE S -N 011 013 00 CAR 01 DRVR INJC 24 F OR-Y 000 022 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 1 of 52 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 # E r r o r 03 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR NONE 18 M OTH-Y 000 000 00 OR<25 02467 N N N # E r r o r 06/21/2017 16 CLEVELAND ST INTER 3-LEG N N CLR S-1STOP 01 NONE 9 29 NONE WE PACIFIC HY 99E SW TRF SIGNAL N DRY REAR N/A SW-NE 000 00 N 4P 06 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 9 STOP N/A SW-NE 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03304 N N N # E r r o r N N 08/29/2019 16 CLEVELAND ST INTER 3-LEG N N CLD S-1TURN 01 NONE 0 07 CITY TH PACIFIC HY 99E SW STOP SIGN N WET REAR PRVTE SW-NE 000 00 N 5A 06 0 N DLIT INJ CAR 01 DRVR INJB 55 F OR-Y 043,026 000 07 N 45 8 8.64 -122 50 42.27 008100100S00 OR<25 # E r r o r 02 UNKN 0 STOP UNKN SW-NE 012 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 3 CITY OF WOODBURN, MARION COUNTY 2 - 4 of 52 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 00446 N Y N # E r r o r 01/31/2016 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-STP 01 NONE 9 TURN-R 08 CITY SU PACIFIC HY 99E NW STOP SIGN N WET TURN N/A NE-NW 000 00 N 6P 06 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 9 STOP N/A NW-SE 012 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03306 N N N # E r r o r N N 08/29/2019 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-STP 01 NONE 0 TURN-R 08 CITY TH PACIFIC HY 99E NW STOP SIGN N WET TURN PRVTE NE-NW 000 00 N 6A 06 0 N DAWN INJ CAR 01 DRVR INJC 27 M SUSP 001 000 08 N 45 8 8.66 -122 50 42.26 008100100S00 OR<25 # E r r o r 02 NONE 0 STOP PRVTE NW-SE 012 00 CAR 01 DRVR NONE 29 M OR-Y 000 000 00 OR<25 02923 N N N # E r r o r N N 07/13/2016 16 CLEVELAND ST INTER 3-LEG N N CLR O-1 L-TURN 01 NONE 0 02 CITY WE PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NE-SW 000 00 N 2P 01 0 N DAY INJ CAR 01 DRVR INJC 20 F OR-Y 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 5 CITY OF WOODBURN, MARION COUNTY 5 - 6 of 52 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 # E r r o r 02 NONE 0 TURN-L PRVTE SW-NW 000 00 CAR 01 DRVR NONE 33 M OR-Y 028,004 000 02 OR>25 03703 N N N # E r r o r N N 08/27/2016 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 02 CITY SA PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NE-SW 000 00 N 3P 03 0 N DAY INJ CAR 01 DRVR INJC 52 F SUSP 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 015 00 CAR 01 DRVR NONE 41 M OTH-Y 028 000 02 N-RES # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 015 00 CAR 02 PSNG INJC 06 M 000 000 00 00490 N N N # E r r o r N N 02/03/2016 16 CLEVELAND ST INTER 3-LEG N N RAIN ANGL-OTH 01 NONE 0 02 CITY WE PACIFIC HY 99E CN STOP SIGN N WET TURN PRVTE NE-SW 000 00 N 4P 03 0 N DAY INJ CAR 01 DRVR INJB 69 M OR-Y 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 OR>25 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 000 00 CAR 01 DRVR INJC 36 M EXP 028 000 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 7 CITY OF WOODBURN, MARION COUNTY 7 - 9 of 52 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 03693 N N N # E r r o r 08/26/2016 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 02 CITY FR PACIFIC HY 99E CN STOP SIGN N DRY TURN N/A NW-NE 000 00 N 7P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 9 N/A NE-SW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00340 N N N # E r r o r N N 01/27/2017 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-OTH 01 NONE 0 TURN-L 02 CITY FR PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NW-NE 000 00 N 3P 03 0 N DAY INJ CAR 01 DRVR NONE 59 M OR-Y 028 000 02 N 45 8 8.64 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 38 F OR-Y 000 000 00 OR<25 01264 N N N # E r r o r N N 04/02/2017 16 CLEVELAND ST INTER 3-LEG N N CLR O-1 L-TURN 01 NONE 0 02 CITY SU PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NE-SW 000 00 N 1P 01 0 N DAY INJ CAR 01 DRVR NONE 36 M OR-Y 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 9 CITY OF WOODBURN, MARION COUNTY 10 - 11 of 52 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 # E r r o r 01 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJB 07 M 000 000 00 # E r r o r 02 NONE 0 TURN-L PRVTE SW-NW 000 00 CAR 01 DRVR NONE 19 F OR-Y 028,004 000 02 OR<25 01616 N N N # E r r o r N N 04/26/2017 16 CLEVELAND ST INTER 3-LEG N N RAIN ANGL-OTH 01 NONE 0 10 CITY WE PACIFIC HY 99E CN STOP SIGN N WET TURN PRVTE NE-SW 000 00 N 10A 03 0 N DAY INJ CAR 01 DRVR INJC 67 M OR-Y 010 000 10 N 45 8 8.64 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 015 00 CAR 01 DRVR INJC 77 F OR-Y 028 000 00 OR<25 03746 N N N # E r r o r N N 09/11/2017 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-R 27,02 CITY MO PACIFIC HY 99E CN STOP SIGN N DRY TURN N/A NW-SW 000 00 N 5P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 9 N/A NE-SW 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 11 CITY OF WOODBURN, MARION COUNTY 12 - 14 of 52 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 04810 N N N # E r r o r 11/08/2017 16 CLEVELAND ST INTER 3-LEG N N RAIN ANGL-OTH 01 NONE 9 02 NONE WE PACIFIC HY 99E CN STOP SIGN N WET TURN N/A NE-SW 000 00 N 9P 03 0 N DARK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.64 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 9 TURN-L N/A NW-NE 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01290 N N N # E r r o r N N 04/16/2018 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-OTH 01 NONE 0 02 CITY MO PACIFIC HY 99E CN STOP SIGN N WET TURN PRVTE NE-SW 000 00 N 6A 03 0 N DAY INJ CAR 01 DRVR INJC 58 F OR-Y 000 000 00 N 45 8 8.65 -122 50 42.26 008100100S00 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 015 00 CAR 01 DRVR NONE 23 M OR-Y 028 000 02 OR<25 03539 N N N # E r r o r 09/20/2018 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 TURN-L 02 NONE TH PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NW-NE 000 00 N 1P 03 0 N DAY INJ CAR 01 DRVR NONE 23 F OR-Y 028 000 02 N 45 8 8.64 -122 50 42.25 008100100S00 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 13 CITY OF WOODBURN, MARION COUNTY 15 - 16 of 52 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 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 23 F OR-Y 000 000 00 OR<25 02313 N N N # E r r o r N N 06/28/2018 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 02 CITY TH PACIFIC HY 99E CN STOP SIGN N DRY TURN N/A NW-NE 000 00 N 11A 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.66 -122 50 42.26 008100100S00 UNK # E r r o r 02 NONE 9 TURN-L N/A SW-NW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03012 N N N # E r r o r N N 08/15/2018 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 082 02 CITY WE PACIFIC HY 99E CN STOP SIGN N DRY TURN N/A NW-NE 015 00 N 5P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.65 -122 50 42.26 008100100S00 UNK # E r r o r 02 NONE 9 N/A NE-SW 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 15 CITY OF WOODBURN, MARION COUNTY 17 - 19 of 52 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 04529 N N N # E r r o r 11/27/2018 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 TURN-L 02 NO RPT TU PACIFIC HY 99E CN STOP SIGN N DRY TURN N/A NW-NE 000 00 N 12P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.63 -122 50 42.27 008100100S00 UNK # E r r o r 02 NONE 9 N/A NE-SW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04895 N N N # E r r o r N N 12/20/2018 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-OTH 01 NONE 9 TURN-L 082 02 CITY TH PACIFIC HY 99E CN STOP SIGN N WET TURN N/A NW-NE 000 00 N 11A 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.65 -122 50 42.25 008100100S00 UNK # E r r o r 02 NONE 9 N/A NE-SW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02090 N N N # E r r o r N N 06/03/2019 16 CLEVELAND ST INTER 3-LEG N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 NO RPT MO PACIFIC HY 99E CN TRF SIGNAL N DRY TURN PRVTE SW-NW 000 00 N 4P 01 0 N DAY INJ CAR 01 DRVR INJB 42 F OR-Y 028,004 000 02 N 45 8 8.66 -122 50 42.25 008100100S00 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 17 CITY OF WOODBURN, MARION COUNTY 20 - 21 of 52 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 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 55 M OR-Y 000 000 00 OR<25 03070 N N N # E r r o r N N 08/13/2019 16 CLEVELAND ST INTER 3-LEG N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY TU PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE SW-NW 000 00 N 5P 01 0 N DAY INJ CAR 01 DRVR NONE 54 M NONE 028,004 000 02 N 45 8 8.66 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJC 58 M OR-Y 000 000 00 OR<25 02239 N N N # E r r o r N N 06/14/2019 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 9 02 CITY FR PACIFIC HY 99E CN TRF SIGNAL N DRY TURN N/A NE-SW 000 00 N 5P 03 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 8.63 -122 50 42.26 008100100S00 UNK # E r r o r 02 NONE 9 TURN-R N/A NW-SW 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 19 CITY OF WOODBURN, MARION COUNTY 22 - 24 of 52 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 00253 N N N # E r r o r N N 01/16/2020 16 CLEVELAND ST INTER 3-LEG N N RAIN O-1 L-TURN 01 NONE 0 02 CITY TH PACIFIC HY 99E CN TRF SIGNAL N WET TURN PRVTE NE-SW 000 00 N 5P 01 0 N DARK INJ CAR 01 DRVR NONE 50 M OR-Y 000 000 00 N 45 8 8.65 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE SW-NW 000 00 CAR 01 DRVR INJC 80 F OR-Y 028,004 000 02 OR<25 01342 N N N # E r r o r N N 04/29/2020 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-OTH 01 NONE 0 TURN-L 02 CITY WE PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NW-NE 000 00 N 5P 03 0 N DAY INJ CAR 01 DRVR NONE 22 F OR-Y 028 000 02 N 45 8 8.66 -122 50 42.26 008100100S00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR INJB 67 M OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJB 64 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 21 CITY OF WOODBURN, MARION COUNTY 25 - 26 of 52 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 01548 N N N # E r r o r 05/10/2020 16 CLEVELAND ST INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 02 NO RPT SU PACIFIC HY 99E CN STOP SIGN N DRY TURN PRVTE NE-SW 000 00 N 11A 03 0 N DAY INJ CAR 01 DRVR NONE 24 M OR-Y 000 000 00 N 45 8 8.66 -122 50 42.24 008100100S00 OR<25 # E r r o r 01 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJB 24 M 000 000 00 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 000 00 CAR 01 DRVR NONE 29 M OR-Y 028 000 02 OR<25 03216 N N N # E r r o r N N 10/03/2020 16 CLEVELAND ST INTER 3-LEG N N CLD ANGL-OTH 01 NONE 0 02 CITY SA PACIFIC HY 99E CN STOP SIGN N WET TURN PRVTE NE-SW 000 00 N 6P 03 0 N DLIT INJ CAR 01 DRVR NONE 58 F OR-Y 000 000 00 N 45 8 8.66 -122 50 42.25 008100100S00 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 000 00 CAR 01 DRVR INJC 35 F NONE 028 000 02 OR<25 # E r r o r 02 NONE 0 TURN-L PRVTE NW-NE 000 00 CAR 02 PSNG INJC 13 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 23 CITY OF WOODBURN, MARION COUNTY 27 - 28 of 52 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 03731 N Y N # E r r o r N N 12/11/2020 16 CLEVELAND ST INTER 3-LEG N N CLD S-1TURN 01 NONE 0 33,29 STATE FR PACIFIC HY 99E CN TRF SIGNAL N DRY TURN PRVTE NE-SW 000 00 N 8P 01 0 N DARK INJ CAR 01 DRVR NONE 31 M SUSP 051,042 000 33,29 N 45 8 8.65 -122 50 42.26 008100100S00 OR>25 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 000 00 CAR 01 DRVR INJC 51 M OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 000 00 CAR 02 PSNG INJC 72 M 000 000 00 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 000 00 CAR 03 PSNG INJC 65 F 000 000 00 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 000 00 CAR 04 PSNG INJC 75 F 000 000 00 01411 N N N # E r r o r 04/04/2016 16 PACIFIC HY 99E ALLEY N N CLR S-1STOP 01 NONE 0 087 29 CITY MO CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 087 00 N 1P 04 N DAY INJ CAR 01 DRVR NONE 43 F OR-Y 026 000 29 N 45 8 6.53 -122 50 44.25 008100100S00 (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 URBAN NON-SYSTEM CRASH LISTING PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 25 CITY OF WOODBURN, MARION COUNTY 29 - 29 of 52 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 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR INJC 30 M OR-Y 000 000 00 OR<25 03316 N N N # E r r o r N N 08/05/2016 16 PACIFIC HY 99E ALLEY N N CLR S-1STOP 01 NONE 0 07 CITY FR CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE SW-NE 000 00 N 11P 05 N DARK INJ CAR 01 DRVR INJB 20 M SUSP 043,026 000 07 N 45 8 6.95 -122 50 43.85 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE SW-NE 012 00 CAR 01 DRVR NONE 54 M OR-Y 000 000 00 OR<25 03737 N N N # E r r o r N N 08/29/2016 16 PACIFIC HY 99E ALLEY N N CLR S-1STOP 01 NONE 1 07 CITY MO CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 4P 04 N DAY INJ SEMI TOW 01 DRVR NONE 22 M OR-Y 043,026 000 07 N 45 8 3.96 -122 50 46.59 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR INJB 19 F OR-Y 000 000 00 OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 02 PSNG INJC 52 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 27 CITY OF WOODBURN, MARION COUNTY 30 - 31 of 52 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 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 03 PSNG INJC 14 M 000 000 00 02529 N N N # E r r o r 06/17/2016 16 PACIFIC HY 99E ALLEY N N CLR S-1STOP 01 NONE 9 29 NONE FR CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 9P 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 7 57.94 -122 50 51.99 008100100S00 (02) UNK # E r r o r 02 NONE 9 TURN-L N/A NE-SE 019 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01707 N N N # E r r o r N N 05/03/2017 16 PACIFIC HY 99E ALLEY N N CLR ANGL-OTH 01 NONE 0 087 02 CITY WE CLEVELAND ST SW (NONE) UNKNOWN N DRY TURN PRVTE SW-NE 000 087 00 N 4P 05 N DAY INJ CAR 01 DRVR INJC 37 M OR-Y 000 000 00 N 45 8 3.53 -122 50 46.98 008100100S00 (04) OR>25 # E r r o r 02 NONE 0 TURN-L PRVTE SE-SW 018 087 00 CAR 01 DRVR INJC 50 F OR-Y 028 000 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 29 CITY OF WOODBURN, MARION COUNTY 32 - 34 of 52 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 01877 N N N # E r r o r N N 05/13/2017 16 PACIFIC HY 99E ALLEY N N RAIN ANGL-OTH 01 NONE 0 02 CITY SA CLEVELAND ST SW (NONE) UNKNOWN N WET TURN PRVTE NE-SW 000 00 N 3P 03 N DAY INJ CAR 01 DRVR NONE 23 M OR-Y 000 000 00 N 45 7 58.8 -122 50 51.23 008100100S00 (04) OR<25 # E r r o r 01 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJB 24 M 000 000 00 # E r r o r 01 NONE 0 PRVTE NE-SW 000 00 CAR 03 PSNG INJC 23 M 000 000 00 # E r r o r 02 NONE 0 TURN-R PRVTE NW-SW 018 00 CAR 01 DRVR INJB 83 M OR-Y 028 000 02 OR<25 03032 N Y N # E r r o r 07/26/2017 16 PACIFIC HY 99E ALLEY N N CLR S-1STOP 01 NONE 0 27,29 CITY WE CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 3P 04 N DAY INJ CAR 01 DRVR NONE 59 M OR-Y 016,026 038 27,29 N 45 8 7.37 -122 50 43.45 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR INJC 54 F OR-Y 009 000 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 31 CITY OF WOODBURN, MARION COUNTY 35 - 36 of 52 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 03240 N N N # E r r o r N N 08/10/2017 16 PACIFIC HY 99E ALLEY N N CLR S-1TURN 01 NONE 0 29 STATE TH CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE SW-NE 000 00 N 3P 04 N DAY INJ CAR 01 DRVR INJB 62 F OR-Y 042 000 29 N 45 7 57.94 -122 50 51.99 008100100S00 (02) OR<25 # E r r o r 02 NONE 0 TURN-R PRVTE SW-SE 019 00 CAR 01 DRVR INJB 68 M OR-Y 000 000 00 OR<25 00188 N N N # E r r o r N N 01/15/2019 16 PACIFIC HY 99E ALLEY N N CLR S-1STOP 01 NONE 0 27,29 CITY TU CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 6A 03 N DLIT INJ CAR 01 DRVR INJC 81 M OR-Y 026,016 038 29,27 N 45 7 58.38 -122 50 51.6 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR INJC 37 F OR-Y 000 000 00 OR<25 00728 N N N # E r r o r N N 02/26/2019 16 PACIFIC HY 99E ALLEY N N SNOW S-1STOP 01 UNKN 0 29 CITY TU CLEVELAND ST SW (NONE) UNKNOWN N SNO REAR UNKN NE-SW 000 00 N 8P 04 N DLIT INJ CAR 01 DRVR NONE 00 Unk UNK 026 000 29 N 45 8 7.37 -122 50 43.46 008100100S00 (04) 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 33 CITY OF WOODBURN, MARION COUNTY 37 - 38 of 52 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 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR INJC 23 F OR-Y 000 000 00 OR<25 04613 N N N # E r r o r N N 11/18/2019 16 PACIFIC HY 99E ALLEY N N FOG S-1TURN 01 NONE 0 07 CITY MO CLEVELAND ST SW (NONE) UNKNOWN N WET REAR PRVTE SW-NE 000 00 N 9A 06 N DAY INJ CAR 01 DRVR INJC 21 F OR-Y 043,042 000 07 N 45 8 5.27 -122 50 45.46 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 TURN-R PRVTE SW-SE 019 00 SEMI TOW 01 DRVR NONE 64 M OR-Y 000 000 00 OR<25 03161 N N N # E r r o r N N 08/20/2019 16 PACIFIC HY 99E ALLEY N N CLR S-1TURN 01 NONE 0 07 CITY TU CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE SW-NE 000 00 N 6A 04 N DAWN INJ CAR 01 DRVR INJC 23 F NONE 043,042 000 07 N 45 7 57.96 -122 50 51.99 008100100S00 (02) OR<25 # E r r o r 02 NONE 0 TURN-R PRVTE SW-SE 019 00 CAR 01 DRVR INJC 50 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 35 CITY OF WOODBURN, MARION COUNTY 39 - 41 of 52 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 04587 N N N # E r r o r N N 11/16/2019 16 PACIFIC HY 99E ALLEY N N CLD S-1TURN 01 NONE 0 07 CITY SA CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 10A 03 N DAY INJ CAR 01 DRVR NONE 56 M NONE 042 000 07 N 45 8 3.98 -122 50 46.62 008100100S00 (04) OR>25 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 019 00 CAR 01 DRVR INJC 28 F NONE 000 000 00 OR<25 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 019 00 CAR 02 PSNG INJC 26 M 000 000 00 # E r r o r 02 NONE 0 TURN-R PRVTE NE-NW 019 00 CAR 03 PSNG INJC 06 F 000 000 00 03956 N N N # E r r o r 09/11/2016 16 PACIFIC HY 99E N N CLR S-1STOP 01 NONE 0 07 CITY SU CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 12P 04 Y DAY INJ CAR 01 DRVR NONE 51 F OR-Y 043,026 000 07 N 45 8 7.37 -122 50 43.45 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR INJC 36 F 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 URBAN NON-SYSTEM CRASH LISTING PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 37 CITY OF WOODBURN, MARION COUNTY 42 - 42 of 52 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 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 02 PSNG INJC 14 F 000 000 00 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 03 PSNG INJA 02 F 000 000 00 01353 N N N # E r r o r 03/30/2016 16 PACIFIC HY 99E N N CLR S-1TURN 01 NONE 9 U-TURN 08 STATE WE CLEVELAND ST SW (NONE) UNKNOWN N DRY TURN N/A SW-SW 000 00 N 10P 05 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 .95 -122 50 49.31 008100100S00 (04) UNK # E r r o r 02 NONE 9 N/A SW-NE 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04802 Y N N # E r r o r N N 11/08/2017 16 PACIFIC HY 99E N N RAIN 01 NONE 9 32,30,27 CITY WE CLEVELAND ST SW (NONE) UNKNOWN N WET REAR N/A NE-SW 000 00 N 9P 04 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 4.39 -122 50 46.21 008100100S00 (04) UNK # E r r o r 02 NONE 9 N/A NE-SW 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 39 CITY OF WOODBURN, MARION COUNTY 43 - 45 of 52 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 00045 N N N # E r r o r N N 01/05/2018 16 PACIFIC HY 99E N N CLD 01 NONE 0 27,29 STATE FR CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 5P 03 N DARK INJ CAR 01 DRVR NONE 28 M OR-Y 016,042 038 27,29 N 45 8 7.8 -122 50 43.06 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 53 F OR-Y 000 000 00 OR<25 01225 N N N # E r r o r N N 04/11/2018 16 PACIFIC HY 99E N Y RAIN FIX OBJ 01 NONE 0 040,132 40,27 STATE WE CLEVELAND ST SW (NONE) UNKNOWN N WET FIX PRVTE SW-NE 000 040 00 Y 8P 01 N DLIT INJ CAR 01 DRVR INJC 20 F SUSP 039,016,081 038 132 40,27 N 45 8 5.27 -122 50 45.44 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 PRKD-P PRVTE UN-UN 009 00 CAR # E r r o r 03 NONE 0 PRKD-P PRVTE UN-UN 009 00 CAR 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 41 CITY OF WOODBURN, MARION COUNTY 46 - 47 of 52 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 01293 N N N # E r r o r 04/16/2018 16 PACIFIC HY 99E N N RAIN 01 NONE 9 29 NO RPT MO CLEVELAND ST SW (NONE) UNKNOWN N WET REAR N/A N -S 000 00 N 2P 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 .53 -122 50 49.69 008100100S00 (04) UNK # E r r o r 02 NONE 9 N/A N -S 000 00 SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01412 N N N # E r r o r 04/15/2019 16 PACIFIC HY 99E N N CLR S-1STOP 01 NONE 0 29 NO RPT MO CLEVELAND ST SW (NONE) UNKNOWN N DRY REAR PRVTE SW-NE 000 00 N 6P 05 N DAY INJ CAR 01 DRVR NONE 37 F OR-Y 026 000 29 N 45 8 7.38 -122 50 43.45 008100100S00 (04) OR<25 # E r r o r 02 NONE 0 STOP PRVTE SW-NE 011 00 CAR 01 DRVR INJC 64 M OR-Y 000 000 00 OR<25 01811 N N N # E r r o r 06/14/2020 16 PACIFIC HY 99E N N RAIN PED 01 NONE 0 18 NONE SU CLEVELAND ST SW (NONE) UNKNOWN N WET PED PRVTE NE-SW 000 00 N 1A 00 N DLIT INJ CAR 01 DRVR NONE 46 F OR-Y 000 000 00 N 45 8 8.22 -122 50 42.67 008100100S00 (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 URBAN NON-SYSTEM CRASH LISTING PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 43 CITY OF WOODBURN, MARION COUNTY 48 - 49 of 52 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 # E r r o r - 01 PED INJC 00 Unk ROAD 057 000 18 SE NW 02598 N N N # E r r o r 08/28/2020 16 PACIFIC HY 99E N Y CLR FIX OBJ 01 NONE 9 040,121 16 CITY FR CLEVELAND ST SW (NONE) UNKNOWN N DRY FIX N/A SW-NE 000 00 Y 9A 01 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 2.68 -122 50 47.77 008100100S00 (04) UNK # E r r o r 02 NONE 9 PRKD-P N/A UN-UN 009 00 CAR 00071 N N N # E r r o r 01/05/2019 17 CLEVELAND ST Y N CLR 01 NONE 9 29 NONE SA 289 PACIFIC HY 99E NW (NONE) UNKNOWN N DRY REAR N/A NW-SE 000 00 N 10A 08 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 8 10.17 -122 50 46.14 (02) UNK # E r r o r 02 NONE 9 N/A NW-SE 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 PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS380 Page: 45 CITY OF WOODBURN, MARION COUNTY 50 - 52 of 52 Crash records shown. ---PAGE BREAK--- MAJOR MODERATE MINOR PROP FATAL INJURY INJURY INJURY DAMAGE TOTAL PEOPLE MAJOR MODERATE MINOR COLLISION TYPE CRASHES CRASHES CRASHES CRASHES ONLY CRASHES KILLED INJURIES INJURIES INJURIES YEAR: 2020 FIXED / OTHER OBJECT 0 0 0 0 1 1 0 0 0 0 PEDESTRIAN 0 0 0 1 0 1 0 0 0 1 TURNING MOVEMENTS 0 0 2 3 0 5 0 0 3 7 2020 TOTAL 0 0 2 4 1 7 0 0 3 8 YEAR: 2019 REAR-END 0 0 1 6 1 8 0 0 1 10 TURNING MOVEMENTS 0 0 1 2 1 4 0 0 1 3 2019 TOTAL 0 0 2 8 2 12 0 0 2 13 YEAR: 2018 FIXED / OTHER OBJECT 0 0 0 1 0 1 0 0 0 1 REAR-END 0 0 0 1 1 2 0 0 0 1 TURNING MOVEMENTS 0 0 0 2 4 6 0 0 0 2 2018 TOTAL 0 0 0 4 5 9 0 0 0 4 YEAR: 2017 REAR-END 0 0 1 2 2 5 0 0 2 2 TURNING MOVEMENTS 0 0 2 3 2 7 0 0 3 6 2017 TOTAL 0 0 3 5 4 12 0 0 5 8 YEAR: 2016 REAR-END 0 1 2 2 1 6 0 1 2 7 TURNING MOVEMENTS 0 0 1 2 3 6 0 0 1 4 2016 TOTAL 0 1 3 4 4 12 0 1 3 11 FINAL TOTAL 0 1 10 25 16 52 0 1 13 44 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 requirements, 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 CRASH SUMMARIES BY YEAR BY COLLISION TYPE PACIFIC HY 99E and CLEVELAND ST, City of Woodburn, Marion County, 01/01/2016 to 12/31/2020 03/10/2023 CDS160 Page: 1 ---PAGE BREAK--- Preliminary Traffic Signal Warrant Analysis Project: Young Street Date: 3/16/2023 Scenario: 2025 Buildout PM Peak Hour Young Street Bryan Street 1 1 18 Total 13 Rights 0% RT Discount 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 6,690 8,850 Minor Street* 180 2,650 No Condition B: Interruption of Continuous Traffic Major Street 6,690 13,300 Minor Street* 180 1,350 No Combination Warrant Major Street 6,690 10,640 Minor Street* 180 2,120 No * Minor street right-turning traffic volumes reduced by 00%. Major Street: Minor Street: Number of Lanes: Number of Lanes: PM Peak Hour Volumes: 669 PM Peak Hour Volumes: ---PAGE BREAK--- Preliminary Traffic Signal Warrant Analysis Project: Young Street TIS Date: 3/16/2023 Scenario: 2025 Buildout PM Peak Hour OR-99E Cleveland Street 2 1 153 Total 71 Rights 100% RT Discount 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 17,000 10,600 Minor Street* 820 2,650 No Condition B: Interruption of Continuous Traffic Major Street 17,000 15,900 Minor Street* 820 1,350 No Combination Warrant Major Street 17,000 12,720 Minor Street* 820 2,120 No * Minor street right-turning traffic volumes reduced by 100%. Major Street: Minor Street: Number of Lanes: Number of Lanes: AM Peak Hour Volumes: 1700 AM Peak Hour Volumes: ---PAGE BREAK--- 1030 Young Street April 28, 2023 Transportation Impact Analysis (Revised) Appendix D - Operations Reports SimTraffic Reports ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 1: OR 99E & Young Street 03/13/2023 Young Street 03/09/2023 Existing AM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 133 59 40 114 195 36 575 22 145 436 36 Future Volume (veh/h) 66 133 59 40 114 195 36 575 22 145 436 36 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 1841 1841 1841 1811 1811 1811 1682 1682 1682 1641 1641 1641 Adj Flow Rate, veh/h 80 162 72 49 139 238 44 701 27 177 532 44 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 4 4 4 6 6 6 5 5 5 8 8 8 Cap, veh/h 311 329 146 163 367 [PHONE REDACTED] 39 411 1135 94 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.05 0.33 0.33 0.11 0.39 0.39 Sat Flow, veh/h 990 1207 [PHONE REDACTED] 1535 1602 3137 121 1563 2916 241 Grp Volume(v), veh/h 80 0 234 188 0 238 44 357 371 177 284 292 Grp Sat Flow(s),veh/h/ln 990 0 1744 1585 0 1535 1602 1598 1660 1563 1559 1597 Q Serve(g_s), s 3.4 0.0 5.2 0.1 0.0 6.2 0.8 9.0 9.0 3.3 6.3 6.3 Cycle Q Clear(g_c), s 8.8 0.0 5.2 5.3 0.0 6.2 0.8 9.0 9.0 3.3 6.3 6.3 Prop In Lane 1.00 0.31 0.26 1.00 1.00 0.07 1.00 0.15 Lane Grp Cap(c), veh/h 311 0 475 530 0 418 420 521 541 411 607 622 V/C Ratio(X) 0.26 0.00 0.49 0.35 0.00 0.57 0.10 0.69 0.69 0.43 0.47 0.47 Avail Cap(c_a), veh/h 758 0 1262 1232 0 1111 570 1777 1847 966 2239 2295 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay s/veh 17.9 0.0 14.1 13.7 0.0 14.5 9.5 13.5 13.5 9.4 10.6 10.6 Incr Delay (d2), s/veh 0.4 0.0 0.8 0.4 0.0 1.2 0.1 1.6 1.5 0.7 0.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.9 1.5 0.0 2.0 0.2 2.4 2.5 0.7 1.4 1.5 Unsig. Movement Delay, s/veh Delay(d),s/veh 18.3 0.0 14.9 14.1 0.0 15.7 9.6 15.1 15.1 10.1 11.1 11.1 LOS B A B B A B A B B B B B Approach Vol, veh/h 314 426 772 753 Approach Delay, s/veh 15.8 15.0 14.8 10.9 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.6 19.6 17.1 6.7 22.5 17.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 21.5 51.5 33.5 6.5 66.5 33.5 Max Q Clear Time (g_c+I1), s 5.3 11.0 10.8 2.8 8.3 8.2 Green Ext Time s 0.4 4.1 1.9 0.0 3.2 2.1 Intersection Summary HCM 6th Ctrl Delay 13.7 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 2: OR 99E & E Cleveland Street 03/13/2023 Young Street 03/09/2023 Existing AM 10 Report Page 2 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 97 64 26 554 475 71 Future Vol, veh/h 97 64 26 554 475 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 165 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 105 70 28 602 516 77 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 912 297 593 0 - 0 Stage 1 555 - - - - - Stage 2 357 - - - - - Critical Hdwy 6.8 6.9 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.22 - - - Pot Cap-1 Maneuver 277 705 979 - - - Stage 1 544 - - - - - Stage 2 685 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 265 705 979 - - - Mov Cap-2 Maneuver 265 - - - - - Stage 1 521 - - - - - Stage 2 685 - - - - - Approach EB NB SB HCM Control Delay, s 20.7 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 979 - 265 705 - - HCM Lane V/C Ratio 0.029 - 0.398 0.099 - - HCM Control Delay 8.8 0.2 27.3 10.7 - - HCM Lane LOS A A D B - - HCM 95th %tile Q(veh) 0.1 - 1.8 0.3 - - ---PAGE BREAK--- HCM 6th TWSC 3: Young Street & Bryan Street 03/13/2023 Young Street 03/09/2023 Existing AM 10 Report Page 3 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 252 177 9 6 6 Future Vol, veh/h 3 252 177 9 6 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 2 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 274 192 10 7 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 202 0 - 0 477 197 Stage 1 - - - - 197 - Stage 2 - - - - 280 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1370 - - - 547 844 Stage 1 - - - - 836 - Stage 2 - - - - 767 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1370 - - - 545 844 Mov Cap-2 Maneuver - - - - 675 - Stage 1 - - - - 833 - Stage 2 - - - - 767 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1370 - - - 750 HCM Lane V/C Ratio 0.002 - - - 0.017 HCM Control Delay 7.6 0 - - 9.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 1: OR 99E & Young Street 03/13/2023 Young Street 03/09/2023 Existing PM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 133 54 46 139 253 46 543 27 204 813 133 Future Volume (veh/h) 130 133 54 46 139 253 46 543 27 204 813 133 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 1870 1870 1870 1870 1870 1870 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 141 145 59 50 151 275 50 590 29 222 884 145 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, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 327 370 150 159 421 [PHONE REDACTED] 54 472 1183 194 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.35 0.35 0.12 0.42 0.42 Sat Flow, veh/h 961 1264 [PHONE REDACTED] 1585 1641 3175 156 1641 2815 462 Grp Volume(v), veh/h 141 0 204 201 0 275 50 304 315 222 514 515 Grp Sat Flow(s),veh/h/ln 961 0 1778 1711 0 1585 1641 1637 1695 1641 1637 1640 Q Serve(g_s), s 7.7 0.0 5.2 0.0 0.0 8.4 1.1 8.4 8.4 4.5 15.0 15.0 Cycle Q Clear(g_c), s 12.5 0.0 5.2 4.8 0.0 8.4 1.1 8.4 8.4 4.5 15.0 15.0 Prop In Lane 1.00 0.29 0.25 1.00 1.00 0.09 1.00 0.28 Lane Grp Cap(c), veh/h 327 0 520 580 0 464 285 571 591 472 688 689 V/C Ratio(X) 0.43 0.00 0.39 0.35 0.00 0.59 0.18 0.53 0.53 0.47 0.75 0.75 Avail Cap(c_a), veh/h 684 0 1181 1187 0 1053 424 1348 1396 930 1783 1786 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay s/veh 20.8 0.0 16.0 15.8 0.0 17.1 11.8 14.7 14.7 9.6 13.8 13.8 Incr Delay (d2), s/veh 0.9 0.0 0.5 0.4 0.0 1.2 0.3 0.8 0.7 0.7 1.6 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/ln 1.7 0.0 2.0 2.0 0.0 3.0 0.3 2.4 2.5 1.1 4.1 4.1 Unsig. Movement Delay, s/veh Delay(d),s/veh 21.7 0.0 16.4 16.2 0.0 18.3 12.1 15.5 15.4 10.3 15.5 15.5 LOS C A B B A B B B B B B B Approach Vol, veh/h 345 [PHONE REDACTED] Approach Delay, s/veh 18.6 17.4 15.2 14.6 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.2 24.2 21.0 7.2 28.2 21.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 46.5 37.5 7.5 61.5 37.5 Max Q Clear Time (g_c+I1), s 6.5 10.4 14.5 3.1 17.0 10.4 Green Ext Time s 0.5 3.3 2.0 0.0 6.7 2.3 Intersection Summary HCM 6th Ctrl Delay 15.7 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 2: OR 99E & E Cleveland Street 03/13/2023 Young Street 03/09/2023 Existing PM 10 Report Page 2 Intersection Int Delay, s/veh 6.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 80 70 78 594 712 220 Future Vol, veh/h 80 70 78 594 712 220 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 165 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 87 76 85 646 774 239 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1387 507 1013 0 - 0 Stage 1 894 - - - - - Stage 2 493 - - - - - Critical Hdwy 6.8 6.9 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.22 - - - Pot Cap-1 Maneuver 136 516 680 - - - Stage 1 365 - - - - - Stage 2 585 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 109 516 680 - - - Mov Cap-2 Maneuver 109 - - - - - Stage 1 294 - - - - - Stage 2 585 - - - - - Approach EB NB SB HCM Control Delay, s 65.1 2.1 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 680 - 109 516 - - HCM Lane V/C Ratio 0.125 - 0.798 0.147 - - HCM Control Delay 11 0.9 110.5 13.2 - - HCM Lane LOS B A F B - - HCM 95th %tile Q(veh) 0.4 - 4.5 0.5 - - ---PAGE BREAK--- HCM 6th TWSC 3: Young Street & Bryan Street 03/13/2023 Young Street 03/09/2023 Existing PM 10 Report Page 3 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 299 302 16 18 6 Future Vol, veh/h 10 299 302 16 18 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 2 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 325 328 17 20 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 345 0 - 0 684 337 Stage 1 - - - - 337 - Stage 2 - - - - 347 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1214 - - - 414 705 Stage 1 - - - - 723 - Stage 2 - - - - 716 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1214 - - - 409 705 Mov Cap-2 Maneuver - - - - 582 - Stage 1 - - - - 715 - Stage 2 - - - - 716 - Approach EB WB SB HCM Control Delay, s 0.3 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1214 - - - 609 HCM Lane V/C Ratio 0.009 - - - 0.043 HCM Control Delay 8 0 - - 11.2 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 1: OR 99E & Young Street 04/27/2023 Young Street 03/09/2023 Background PM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 133 125 60 47 142 258 51 588 28 208 866 136 Future Volume (veh/h) 133 125 60 47 142 258 51 588 28 208 866 136 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 1870 1870 1870 1870 1870 1870 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 145 136 65 51 154 280 55 639 30 226 941 148 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, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 316 352 168 156 420 [PHONE REDACTED] 55 457 1230 193 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.37 0.37 0.12 0.43 0.43 Sat Flow, veh/h 954 1196 [PHONE REDACTED] 1585 1641 3183 149 1641 2834 445 Grp Volume(v), veh/h 145 0 201 205 0 280 55 328 341 226 543 546 Grp Sat Flow(s),veh/h/ln 954 0 1767 1707 0 1585 1641 1637 1696 1641 1637 1643 Q Serve(g_s), s 8.6 0.0 5.5 0.0 0.0 9.2 1.2 9.7 9.7 4.8 17.1 17.1 Cycle Q Clear(g_c), s 13.9 0.0 5.5 5.3 0.0 9.2 1.2 9.7 9.7 4.8 17.1 17.1 Prop In Lane 1.00 0.32 0.25 1.00 1.00 0.09 1.00 0.27 Lane Grp Cap(c), veh/h 316 0 520 576 0 467 273 601 623 457 711 713 V/C Ratio(X) 0.46 0.00 0.39 0.36 0.00 0.60 0.20 0.55 0.55 0.49 0.76 0.77 Avail Cap(c_a), veh/h 623 0 1089 1102 0 [PHONE REDACTED] 1295 872 1653 1659 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay s/veh 22.5 0.0 17.1 17.0 0.0 18.4 12.3 15.3 15.3 10.0 14.6 14.6 Incr Delay (d2), s/veh 1.0 0.0 0.5 0.4 0.0 1.2 0.4 0.8 0.8 0.8 1.7 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 2.2 2.2 0.0 3.3 0.4 2.9 3.0 1.2 4.9 4.9 Unsig. Movement Delay, s/veh Delay(d),s/veh 23.6 0.0 17.6 17.4 0.0 19.7 12.7 16.0 16.0 10.8 16.3 16.3 LOS C A B B A B B B B B B B Approach Vol, veh/h 346 [PHONE REDACTED] Approach Delay, s/veh 20.1 18.7 15.8 15.4 Approach LOS C B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.6 26.9 22.4 7.5 30.9 22.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 46.5 37.5 7.5 61.5 37.5 Max Q Clear Time (g_c+I1), s 6.8 11.7 15.9 3.2 19.1 11.2 Green Ext Time s 0.5 3.7 2.0 0.0 7.3 2.4 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 2: OR 99E & E Cleveland Street 04/27/2023 Young Street 03/09/2023 Background PM 10 Report Page 2 Intersection Int Delay, s/veh 6.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 82 71 80 642 755 224 Future Vol, veh/h 82 71 80 642 755 224 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 165 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 86 75 84 676 795 236 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1419 516 1031 0 - 0 Stage 1 913 - - - - - Stage 2 506 - - - - - Critical Hdwy 6.8 6.9 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.22 - - - Pot Cap-1 Maneuver 130 509 670 - - - Stage 1 356 - - - - - Stage 2 576 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 104 509 670 - - - Mov Cap-2 Maneuver 104 - - - - - Stage 1 284 - - - - - Stage 2 576 - - - - - Approach EB NB SB HCM Control Delay, s 71.2 2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 670 - 104 509 - - HCM Lane V/C Ratio 0.126 - 0.83 0.147 - - HCM Control Delay 11.1 0.9 121.3 13.3 - - HCM Lane LOS B A F B - - HCM 95th %tile Q(veh) 0.4 - 4.7 0.5 - - ---PAGE BREAK--- HCM 6th TWSC 3: Young Street & Bryan Street 04/27/2023 Young Street 03/09/2023 Background PM 10 Report Page 3 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 310 312 16 18 6 Future Vol, veh/h 10 310 312 16 18 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 2 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 337 339 17 20 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 356 0 - 0 707 348 Stage 1 - - - - 348 - Stage 2 - - - - 359 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1203 - - - 402 695 Stage 1 - - - - 715 - Stage 2 - - - - 707 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1203 - - - 398 695 Mov Cap-2 Maneuver - - - - 573 - Stage 1 - - - - 707 - Stage 2 - - - - 707 - Approach EB WB SB HCM Control Delay, s 0.3 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1203 - - - 599 HCM Lane V/C Ratio 0.009 - - - 0.044 HCM Control Delay 8 0 - - 11.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 1: OR 99E & Young Street 04/27/2023 Young Street 03/09/2023 Background AM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 67 136 62 41 116 199 43 623 22 148 476 37 Future Volume (veh/h) 67 136 62 41 116 199 43 623 22 148 476 37 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 1841 1841 1841 1811 1811 1811 1682 1682 1682 1641 1641 1641 Adj Flow Rate, veh/h 82 166 76 50 141 243 52 760 27 180 580 45 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 4 4 4 6 6 6 5 5 5 8 8 8 Cap, veh/h 299 330 151 156 362 [PHONE REDACTED] 38 396 1170 91 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.05 0.34 0.34 0.11 0.40 0.40 Sat Flow, veh/h 983 1195 [PHONE REDACTED] 1535 1602 3147 112 1563 2932 227 Grp Volume(v), veh/h 82 0 242 191 0 243 52 386 401 180 308 317 Grp Sat Flow(s),veh/h/ln 983 0 1742 1547 0 1535 1602 1598 1662 1563 1559 1600 Q Serve(g_s), s 3.8 0.0 5.8 0.1 0.0 6.7 1.0 10.3 10.3 3.5 7.3 7.3 Cycle Q Clear(g_c), s 9.7 0.0 5.8 5.9 0.0 6.7 1.0 10.3 10.3 3.5 7.3 7.3 Prop In Lane 1.00 0.31 0.26 1.00 1.00 0.07 1.00 0.14 Lane Grp Cap(c), veh/h 299 0 480 519 0 423 409 546 568 396 622 639 V/C Ratio(X) 0.27 0.00 0.50 0.37 0.00 0.57 0.13 0.71 0.71 0.45 0.49 0.50 Avail Cap(c_a), veh/h 695 0 1183 1143 0 1042 537 1667 1734 907 2100 2156 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay s/veh 19.2 0.0 15.0 14.5 0.0 15.4 9.6 14.1 14.1 9.9 11.1 11.1 Incr Delay (d2), s/veh 0.5 0.0 0.8 0.4 0.0 1.2 0.1 1.7 1.6 0.8 0.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 2.2 1.6 0.0 2.2 0.2 2.8 2.9 0.8 1.7 1.8 Unsig. Movement Delay, s/veh Delay(d),s/veh 19.7 0.0 15.9 14.9 0.0 16.6 9.7 15.8 15.7 10.7 11.7 11.7 LOS B A B B A B A B B B B B Approach Vol, veh/h 324 434 839 805 Approach Delay, s/veh 16.8 15.9 15.4 11.5 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.9 21.4 18.1 7.0 24.2 18.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 21.5 51.5 33.5 6.5 66.5 33.5 Max Q Clear Time (g_c+I1), s 5.5 12.3 11.7 3.0 9.3 8.7 Green Ext Time s 0.4 4.5 1.9 0.0 3.5 2.1 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 2: OR 99E & E Cleveland Street 04/27/2023 Young Street 03/09/2023 Background AM 10 Report Page 2 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 99 65 27 591 520 72 Future Vol, veh/h 99 65 27 591 520 72 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 165 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 108 71 29 642 565 78 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 983 322 643 0 - 0 Stage 1 604 - - - - - Stage 2 379 - - - - - Critical Hdwy 6.8 6.9 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.22 - - - Pot Cap-1 Maneuver 249 680 938 - - - Stage 1 514 - - - - - Stage 2 668 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 237 680 938 - - - Mov Cap-2 Maneuver 237 - - - - - Stage 1 489 - - - - - Stage 2 668 - - - - - Approach EB NB SB HCM Control Delay, s 23.8 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 938 - 237 680 - - HCM Lane V/C Ratio 0.031 - 0.454 0.104 - - HCM Control Delay 9 0.2 32.2 10.9 - - HCM Lane LOS A A D B - - HCM 95th %tile Q(veh) 0.1 - 2.2 0.3 - - ---PAGE BREAK--- HCM 6th TWSC 3: Young Street & Bryan Street 04/27/2023 Young Street 03/09/2023 Background AM 10 Report Page 3 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 259 187 9 6 6 Future Vol, veh/h 3 259 187 9 6 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 2 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 282 203 10 7 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 213 0 - 0 496 208 Stage 1 - - - - 208 - Stage 2 - - - - 288 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1357 - - - 533 832 Stage 1 - - - - 827 - Stage 2 - - - - 761 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1357 - - - 531 832 Mov Cap-2 Maneuver - - - - 666 - Stage 1 - - - - 825 - Stage 2 - - - - 761 - Approach EB WB SB HCM Control Delay, s 0.1 0 10 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1357 - - - 740 HCM Lane V/C Ratio 0.002 - - - 0.018 HCM Control Delay 7.7 0 - - 10 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 1: OR 99E & Young Street 04/27/2023 Young Street 03/09/2023 Buildout AM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 136 74 41 117 199 47 623 22 148 476 42 Future Volume (veh/h) 85 136 74 41 117 199 47 623 22 148 476 42 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 1841 1841 1841 1811 1811 1811 1682 1682 1682 1641 1641 1641 Adj Flow Rate, veh/h 104 166 90 50 143 243 57 760 27 180 580 51 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 4 4 4 6 6 6 5 5 5 8 8 8 Cap, veh/h 308 337 183 157 382 [PHONE REDACTED] 37 381 1131 99 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.05 0.34 0.34 0.11 0.39 0.39 Sat Flow, veh/h 982 1123 [PHONE REDACTED] 1535 1602 3147 112 1563 2899 254 Grp Volume(v), veh/h 104 0 256 193 0 243 57 386 401 180 311 320 Grp Sat Flow(s),veh/h/ln 982 0 1731 1512 0 1535 1602 1598 1662 1563 1559 1595 Q Serve(g_s), s 5.2 0.0 6.4 0.2 0.0 6.9 1.2 11.1 11.2 3.8 8.0 8.1 Cycle Q Clear(g_c), s 11.8 0.0 6.4 6.6 0.0 6.9 1.2 11.1 11.2 3.8 8.0 8.1 Prop In Lane 1.00 0.35 0.26 1.00 1.00 0.07 1.00 0.16 Lane Grp Cap(c), veh/h 308 0 520 540 0 461 392 536 557 381 608 622 V/C Ratio(X) 0.34 0.00 0.49 0.36 0.00 0.53 0.15 0.72 0.72 0.47 0.51 0.51 Avail Cap(c_a), veh/h 638 0 1101 1058 0 [PHONE REDACTED] 1624 849 1967 2013 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay s/veh 20.1 0.0 15.1 14.5 0.0 15.3 10.5 15.3 15.3 10.8 12.2 12.3 Incr Delay (d2), s/veh 0.6 0.0 0.7 0.4 0.0 0.9 0.2 1.8 1.8 0.9 0.7 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 2.4 1.7 0.0 2.3 0.3 3.2 3.3 0.9 2.0 2.1 Unsig. Movement Delay, s/veh Delay(d),s/veh 20.7 0.0 15.9 14.9 0.0 16.3 10.6 17.2 17.1 11.7 12.9 12.9 LOS C A B B A B B B B B B B Approach Vol, veh/h 360 436 844 811 Approach Delay, s/veh 17.3 15.6 16.7 12.6 Approach LOS B B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.2 22.2 20.3 7.3 25.1 20.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 21.5 51.5 33.5 6.5 66.5 33.5 Max Q Clear Time (g_c+I1), s 5.8 13.2 13.8 3.2 10.1 8.9 Green Ext Time s 0.4 4.5 2.1 0.0 3.5 2.1 Intersection Summary HCM 6th Ctrl Delay 15.3 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 2: OR 99E & E Cleveland Street 04/27/2023 Young Street 03/09/2023 Buildout AM 10 Report Page 2 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 99 65 27 595 532 72 Future Vol, veh/h 99 65 27 595 532 72 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 165 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 108 71 29 647 578 78 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 999 328 656 0 - 0 Stage 1 617 - - - - - Stage 2 382 - - - - - Critical Hdwy 6.8 6.9 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.22 - - - Pot Cap-1 Maneuver 244 674 927 - - - Stage 1 506 - - - - - Stage 2 665 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 232 674 927 - - - Mov Cap-2 Maneuver 232 - - - - - Stage 1 481 - - - - - Stage 2 665 - - - - - Approach EB NB SB HCM Control Delay, s 24.5 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 927 - 232 674 - - HCM Lane V/C Ratio 0.032 - 0.464 0.105 - - HCM Control Delay 9 0.2 33.3 11 - - HCM Lane LOS A A D B - - HCM 95th %tile Q(veh) 0.1 - 2.3 0.3 - - ---PAGE BREAK--- HCM 6th TWSC 3: Site Access/Bryan Street & Young Street 04/27/2023 Young Street 03/09/2023 Buildout AM 10 Report Page 3 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 259 3 9 187 9 10 0 30 6 0 6 Future Vol, veh/h 3 259 3 9 187 9 10 0 30 6 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 282 3 10 203 10 11 0 33 7 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 213 0 0 285 0 0 522 523 284 534 519 208 Stage 1 - - - - - - 290 290 - 228 228 - Stage 2 - - - - - - 232 233 - 306 291 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1357 - - 1277 - - 465 459 755 457 461 832 Stage 1 - - - - - - 718 672 - 775 715 - Stage 2 - - - - - - 771 712 - 704 672 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1357 - - 1277 - - 457 453 755 433 455 832 Mov Cap-2 Maneuver - - - - - - 609 577 - 582 575 - Stage 1 - - - - - - 716 670 - 773 709 - Stage 2 - - - - - - 758 706 - 672 670 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.3 10.4 10.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 712 1357 - - 1277 - - 685 HCM Lane V/C Ratio 0.061 0.002 - - 0.008 - - 0.019 HCM Control Delay 10.4 7.7 0 - 7.8 0 - 10.4 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1 ---PAGE BREAK--- HCM 6th Signalized Intersection Summary 1: OR 99E & Young Street 04/27/2023 Young Street 03/09/2023 Buildout PM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 143 125 67 47 142 258 62 588 28 208 866 153 Future Volume (veh/h) 143 125 67 47 142 258 62 588 28 208 866 153 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 1870 1870 1870 1870 1870 1870 1723 1723 1723 1723 1723 1723 Adj Flow Rate, veh/h 155 136 73 51 154 280 67 639 30 226 941 166 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, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 313 353 189 155 425 [PHONE REDACTED] 56 449 1205 213 Arrive On Green 0.31 0.31 0.31 0.31 0.31 0.31 0.05 0.37 0.37 0.11 0.43 0.43 Sat Flow, veh/h 954 1145 [PHONE REDACTED] 1585 1641 3183 149 1641 2781 490 Grp Volume(v), veh/h 155 0 209 205 0 280 67 328 341 226 554 553 Grp Sat Flow(s),veh/h/ln 954 0 1760 1661 0 1585 1641 1637 1696 1641 1637 1634 Q Serve(g_s), s 10.0 0.0 6.1 0.1 0.0 9.8 1.6 10.4 10.4 5.2 19.1 19.1 Cycle Q Clear(g_c), s 16.3 0.0 6.1 6.2 0.0 9.8 1.6 10.4 10.4 5.2 19.1 19.1 Prop In Lane 1.00 0.35 0.25 1.00 1.00 0.09 1.00 0.30 Lane Grp Cap(c), veh/h 313 0 542 580 0 488 265 610 632 449 709 709 V/C Ratio(X) 0.50 0.00 0.39 0.35 0.00 0.57 0.25 0.54 0.54 0.50 0.78 0.78 Avail Cap(c_a), veh/h 562 0 1002 1006 0 [PHONE REDACTED] 1197 822 1528 1526 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay s/veh 24.3 0.0 17.9 17.7 0.0 19.2 13.3 16.2 16.2 10.7 16.0 16.0 Incr Delay (d2), s/veh 1.2 0.0 0.4 0.4 0.0 1.1 0.5 0.7 0.7 0.9 1.9 1.9 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/ln 2.3 0.0 2.4 2.4 0.0 3.5 0.5 3.2 3.3 1.4 5.7 5.7 Unsig. Movement Delay, s/veh Delay(d),s/veh 25.5 0.0 18.3 18.1 0.0 20.2 13.8 16.9 16.9 11.6 17.9 17.9 LOS C A B B A C B B B B B B Approach Vol, veh/h 364 [PHONE REDACTED] Approach Delay, s/veh 21.4 19.3 16.7 16.8 Approach LOS C B B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.0 29.1 24.8 8.0 33.1 24.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 46.5 37.5 7.5 61.5 37.5 Max Q Clear Time (g_c+I1), s 7.2 12.4 18.3 3.6 21.1 11.8 Green Ext Time s 0.5 3.7 2.0 0.0 7.5 2.4 Intersection Summary HCM 6th Ctrl Delay 17.8 HCM 6th LOS B ---PAGE BREAK--- HCM 6th TWSC 2: OR 99E & E Cleveland Street 04/27/2023 Young Street 03/09/2023 Buildout PM 10 Report Page 2 Intersection Int Delay, s/veh 7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 82 71 80 653 762 224 Future Vol, veh/h 82 71 80 653 762 224 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 165 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 86 75 84 687 802 236 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1432 519 1038 0 - 0 Stage 1 920 - - - - - Stage 2 512 - - - - - Critical Hdwy 6.8 6.9 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.22 - - - Pot Cap-1 Maneuver 127 507 665 - - - Stage 1 353 - - - - - Stage 2 572 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 101 507 665 - - - Mov Cap-2 Maneuver 101 - - - - - Stage 1 281 - - - - - Stage 2 572 - - - - - Approach EB NB SB HCM Control Delay, s 75.6 2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 665 - 101 507 - - HCM Lane V/C Ratio 0.127 - 0.855 0.147 - - HCM Control Delay 11.2 0.9 129.5 13.3 - - HCM Lane LOS B A F B - - HCM 95th %tile Q(veh) 0.4 - 4.8 0.5 - - ---PAGE BREAK--- HCM 6th TWSC 3: Site Access/Bryan Street & Young Street 04/27/2023 Young Street 03/09/2023 Buildout PM 10 Report Page 3 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 310 10 28 312 16 6 0 17 18 0 6 Future Vol, veh/h 10 310 10 28 312 16 6 0 17 18 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 337 11 30 339 17 7 0 18 20 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 356 0 0 348 0 0 776 781 343 782 778 348 Stage 1 - - - - - - 365 365 - 408 408 - Stage 2 - - - - - - 411 416 - 374 370 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1203 - - 1211 - - 315 326 700 312 328 695 Stage 1 - - - - - - 654 623 - 620 597 - Stage 2 - - - - - - 618 592 - 647 620 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1203 - - 1211 - - 302 312 700 294 314 695 Mov Cap-2 Maneuver - - - - - - 482 470 - 474 467 - Stage 1 - - - - - - 647 616 - 613 578 - Stage 2 - - - - - - 593 574 - 623 613 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.6 11 12.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 626 1203 - - 1211 - - 515 HCM Lane V/C Ratio 0.04 0.009 - - 0.025 - - 0.051 HCM Control Delay 11 8 0 - 8 0 - 12.4 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.2 ---PAGE BREAK--- Queuing and Blocking Report Background AM 04/27/2023 Young Street SimTraffic Report Page 1 Intersection: 1: OR 99E & Young Street Movement EB EB WB WB NB NB NB SB SB SB Directions Served L TR LT R L T TR L T TR Maximum Queue (ft) 120 277 310 125 121 276 267 166 215 192 Average Queue (ft) 57 119 122 87 38 161 134 76 88 68 95th Queue (ft) 115 215 247 143 105 249 218 137 167 144 Link Distance (ft) 567 489 491 491 448 448 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 95 100 110 145 Storage Blk Time 3 13 10 3 0 18 0 1 Queuing Penalty (veh) 6 11 24 6 0 9 1 2 Intersection: 2: OR 99E & E Cleveland Street Movement EB EB NB NB SB Directions Served L R LT T TR Maximum Queue (ft) 115 61 115 21 11 Average Queue (ft) 57 32 20 1 0 95th Queue (ft) 101 55 72 17 6 Link Distance (ft) 879 561 561 491 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 165 Storage Blk Time 0 Queuing Penalty (veh) 0 Intersection: 3: Young Street & Bryan Street Movement EB SB Directions Served LT LR Maximum Queue (ft) 27 34 Average Queue (ft) 1 10 95th Queue (ft) 13 34 Link Distance (ft) 184 241 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 61 ---PAGE BREAK--- Queuing and Blocking Report Background PM 04/27/2023 Young Street SimTraffic Report Page 1 Intersection: 1: OR 99E & Young Street Movement EB EB WB WB NB NB NB SB SB SB Directions Served L TR LT R L T TR L T TR Maximum Queue (ft) 120 257 308 125 134 250 228 169 342 364 Average Queue (ft) 78 107 133 92 44 130 119 91 141 171 95th Queue (ft) 129 210 254 150 107 219 197 163 262 293 Link Distance (ft) 567 489 491 491 448 448 Upstream Blk Time 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 95 100 110 145 Storage Blk Time 10 10 14 4 11 1 4 Queuing Penalty (veh) 19 15 38 7 6 5 9 Intersection: 2: OR 99E & E Cleveland Street Movement EB EB NB NB SB SB Directions Served L R LT T T TR Maximum Queue (ft) 189 462 292 231 9 46 Average Queue (ft) 127 149 108 41 0 5 95th Queue (ft) 225 481 244 167 8 26 Link Distance (ft) 879 561 561 491 491 Upstream Blk Time 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 165 Storage Blk Time 35 0 Queuing Penalty (veh) 26 0 Intersection: 3: Young Street & Bryan Street Movement EB SB Directions Served LT LR Maximum Queue (ft) 49 52 Average Queue (ft) 3 21 95th Queue (ft) 21 46 Link Distance (ft) 184 241 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 127 ---PAGE BREAK--- Queuing and Blocking Report Buildout AM 04/27/2023 Young Street SimTraffic Report Page 1 Intersection: 1: OR 99E & Young Street Movement EB EB WB WB NB NB NB SB SB SB Directions Served L TR LT R L T TR L T TR Maximum Queue (ft) 119 261 279 125 134 291 257 164 221 193 Average Queue (ft) 61 115 101 80 45 164 136 73 86 73 95th Queue (ft) 116 212 202 138 114 259 227 137 170 150 Link Distance (ft) 572 489 491 491 448 448 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 95 100 110 145 Storage Blk Time 3 12 8 3 0 18 0 1 Queuing Penalty (veh) 8 12 18 5 0 10 1 3 Intersection: 2: OR 99E & E Cleveland Street Movement EB EB NB NB SB Directions Served L R LT T TR Maximum Queue (ft) 124 57 123 47 7 Average Queue (ft) 56 32 25 2 0 95th Queue (ft) 101 52 83 27 4 Link Distance (ft) 879 561 561 491 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 165 Storage Blk Time 0 Queuing Penalty (veh) 0 Intersection: 3: Site Access/Bryan Street & Young Street Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 15 30 58 35 Average Queue (ft) 1 2 24 12 95th Queue (ft) 7 15 51 37 Link Distance (ft) 179 572 320 242 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 57 ---PAGE BREAK--- Queuing and Blocking Report Buildout PM 04/28/2023 Young Street SimTraffic Report Page 1 Intersection: 1: OR 99E & Young Street Movement EB EB WB WB NB NB NB SB SB SB Directions Served L TR LT R L T TR L T TR Maximum Queue (ft) 120 302 322 125 134 272 236 169 387 360 Average Queue (ft) 83 120 130 94 52 134 123 91 166 191 95th Queue (ft) 134 238 254 152 116 224 202 169 303 330 Link Distance (ft) 572 489 491 491 448 448 Upstream Blk Time 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 95 100 110 145 Storage Blk Time 11 11 13 4 0 10 1 6 Queuing Penalty (veh) 23 16 35 8 0 7 4 14 Intersection: 2: OR 99E & E Cleveland Street Movement EB EB NB NB SB SB Directions Served L R LT T T TR Maximum Queue (ft) 190 634 248 196 9 41 Average Queue (ft) 144 238 106 29 0 4 95th Queue (ft) 233 674 223 133 7 23 Link Distance (ft) 879 561 561 491 491 Upstream Blk Time 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 165 Storage Blk Time 50 0 Queuing Penalty (veh) 37 0 Intersection: 3: Site Access/Bryan Street & Young Street Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 48 69 46 39 Average Queue (ft) 4 13 20 18 95th Queue (ft) 24 46 46 44 Link Distance (ft) 179 572 320 242 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 144