Document Woodburn_doc_16470759ae

Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX A: PROPOSED SITE PLAN ---PAGE BREAK--- TOPOGRAPHIC SURVEY N ELEV: 182.82' NGVD 29 ELEV: 181.90' NGVD 29 BARKER SURVEYING Checkpoint 211 FOOD PAVILION WOODBURN SITE PLAN Geoffrey James A.I.A. A R C H I T E C T Architecture & Planning TELEPHONE: [PHONE REDACTED] [EMAIL REDACTED] www.gjamesarchitect.com SHEET NUMBER: DATE: 10-15-2024 OWNER: CHECKPOINT 217 LLC CONTRACTOR REVISIONS 2010 MOLALLA RD WOODBURN A-1 359.56' 422.45' 424.7' food pavilion 50 x 130 6,500 sf food pavilion 50 x 52 2,600 sf covered food ordering PARKING 133 spaces accessible spaces outdoor dining entrance outdoor dining entrance fire access lane fire access lane fire access lane covered food ordering 10 12 10 5 16 4 13 9 11 7 11 5 6 8 5 3 6' WALKWAY GATE 6 FT. CYCLONE FENCE landscaping landscaping landscaping landscaping food cart access COMPACT CAR PARKING SPACES 26 FT. DRIVEWAY 26 FT. DRIVEWAY LANDSCAPING LANDSCAPING 26 FT. DRIVEWAY 6 FT. PEDESTRIAN WALK 6 FT. PEDESTRIAN WALK 6 FT. PEDESTRIAN WALK concrete paving concrete paving concrete paving concrete paving 10'-0" 55'-0" 62'-0" 64'-0" ---PAGE BREAK--- Geoffrey James A.I.A. A R C H I T E C T Architecture & Planning TELEPHONE: [PHONE REDACTED] [EMAIL REDACTED] www.gjamesarchitect.com DATE: 06-04-2024 Checkpoint 211 FOOD PAVILION WOODBURN A-1 SITE PLAN 3'-6" 0 50 100 Checkpoint 211 WOODBURN food pavilion 50 x 130 6,500 sf food pavilion 50 x 52 2,600 sf covered food ordering PARKING 140 spaces covered food ordering accessible spaces outdoor dining entrance outdoor dining entrance 310.5' 404.3' 424.7' 155.6' Highway 211 ---PAGE BREAK--- Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX B: TRAFFIC COUNTS ---PAGE BREAK--- Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: N Pacific Hwy Mt Hood Ave/Molalla Rd QC JOB 16835102 CITY/STATE: Woodburn, OR DATE: Wed, Nov 20 2024 1054 629 185 710 159 745 155 57 618 355 0.94 310 777 267 251 632 250 [PHONE REDACTED] 785 Peak-Hour: 4:10 PM 5:10 PM Peak 15-Min: 4:50 PM 5:05 PM 3.7 5.2 5.4 3.2 3.8 3.9 5.8 10.5 3.4 4.5 2.9 3.7 1.5 2.4 4.6 4 4.3 5.9 2.7 4.5 2 0 3 2 0 0 0 0 0 0 0 2 1 0 0 3 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count Period Beginning At N Pacific Hwy (Northbound) N Pacific Hwy (Southbound) Mt Hood Ave/Molalla Rd (Eastbound) Mt Hood Ave/Molalla Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3:30 PM 15 24 14 0 12 53 7 0 13 33 20 0 18 23 1 0 233 3:35 PM 17 27 6 0 17 54 13 0 11 24 22 0 26 28 1 0 246 3:40 PM 25 47 9 0 11 60 13 0 7 21 15 0 15 32 1 0 256 3:45 PM 18 27 10 0 16 73 11 0 15 23 23 0 22 26 1 0 265 3:50 PM 16 22 4 0 13 53 12 0 15 21 18 0 24 22 6 0 226 3:55 PM 28 26 9 0 12 49 15 0 20 26 17 0 30 19 3 0 254 4:00 PM 17 28 9 0 13 64 6 0 17 38 25 0 10 19 6 0 252 4:05 PM 18 32 8 0 11 52 11 0 16 36 24 0 16 26 4 0 254 4:10 PM 15 24 12 0 9 61 13 0 10 25 19 0 26 23 10 0 247 4:15 PM 32 44 13 0 7 51 11 0 9 25 13 0 23 31 4 0 263 4:20 PM 24 30 3 0 15 63 14 0 14 23 18 0 20 28 6 0 258 4:25 PM 22 40 7 0 15 60 11 0 11 28 20 0 23 28 1 0 266 3020 4:30 PM 18 23 6 0 11 50 17 0 17 23 28 0 23 21 7 0 244 3031 4:35 PM 20 31 8 0 15 53 14 0 12 30 24 0 21 37 2 0 267 3052 4:40 PM 12 39 6 0 11 63 8 0 17 42 22 0 19 27 8 0 274 3070 4:45 PM 28 44 14 0 15 55 6 0 8 33 25 0 18 27 3 0 276 3081 4:50 PM 36 38 19 0 14 67 11 0 14 35 30 0 9 24 3 0 300 3155 4:55 PM 20 32 6 0 15 69 23 0 13 25 26 0 23 19 5 0 276 3177 5:00 PM 8 38 12 0 17 65 29 0 8 35 24 0 21 26 2 0 285 3210 5:05 PM 15 34 12 0 15 53 28 0 22 31 18 0 25 19 6 0 278 3234 5:10 PM 14 21 7 0 12 49 22 0 10 43 20 0 17 26 4 0 245 3232 5:15 PM 19 26 9 0 11 43 18 0 10 36 21 0 18 31 5 0 247 3216 5:20 PM 15 37 10 0 7 41 29 0 10 29 22 0 22 24 2 0 248 3206 5:25 PM 13 39 14 0 17 57 26 0 11 27 12 0 18 24 3 0 261 3201 5:30 PM 13 38 11 0 9 47 18 0 13 30 15 0 22 21 5 0 242 3199 5:35 PM 13 37 10 0 10 42 16 0 13 20 15 0 18 23 6 0 223 3155 5:40 PM 11 17 10 0 10 46 16 0 14 25 23 0 25 24 1 0 222 3103 5:45 PM 22 27 6 0 7 37 29 0 13 34 16 0 18 23 6 0 238 3065 5:50 PM 16 34 8 0 11 40 20 0 10 28 19 0 14 30 6 0 236 3001 5:55 PM 14 33 13 0 16 42 14 0 14 26 20 0 12 26 2 0 232 2957 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 256 432 148 0 184 804 252 0 140 380 320 0 212 276 40 0 3444 Heavy Trucks 4 4 8 0 20 8 0 12 8 4 4 0 72 Buses Pedestrians 4 0 0 0 4 Bicycles 0 0 4 0 0 0 0 0 0 0 0 0 4 Page 1 of 2 ---PAGE BREAK--- Scooters Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Comments: Report generated on 11/26/2024 4:21 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-[PHONE REDACTED] Page 2 of 2 ---PAGE BREAK--- Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Safeway Dwy Molalla Rd QC JOB 16835104 CITY/STATE: Woodburn, OR DATE: Wed, Nov 20 2024 0 0 0 0 0 588 0 0 499 424 0.97 464 628 204 35 540 124 0 116 239 240 Peak-Hour: 4:10 PM 5:10 PM Peak 15-Min: 4:10 PM 4:25 PM 0 0 0 0 0 3.2 0 0 3.8 6.1 3.9 4.6 1.5 2.9 5 0.8 0 0.9 1.7 0.8 3 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count Period Beginning At Safeway Dwy (Northbound) Safeway Dwy (Southbound) Molalla Rd (Eastbound) Molalla Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3:30 PM 10 0 13 0 0 0 0 0 0 38 18 0 2 38 0 0 119 3:35 PM 13 0 10 0 0 0 0 0 0 40 15 0 3 54 0 0 135 3:40 PM 4 0 6 0 0 0 0 0 0 23 16 0 6 43 0 0 98 3:45 PM 13 0 14 0 0 0 0 0 0 34 13 0 1 43 0 0 118 3:50 PM 9 0 14 0 0 0 0 0 0 18 23 0 2 40 0 0 106 3:55 PM 16 0 6 0 0 0 0 0 0 32 14 0 2 32 0 0 102 4:00 PM 10 0 9 0 0 0 0 0 0 32 24 0 1 22 0 0 98 4:05 PM 13 0 7 0 0 0 0 0 0 30 23 0 1 35 0 0 109 4:10 PM 7 0 14 0 0 0 0 0 0 35 16 0 3 45 0 0 120 4:15 PM 13 0 10 0 0 0 0 0 0 26 18 0 5 47 0 0 119 4:20 PM 5 0 14 0 0 0 0 0 0 27 13 0 5 51 0 0 115 4:25 PM 16 0 10 0 0 0 0 0 0 32 17 0 3 30 0 0 108 1347 4:30 PM 15 0 5 0 0 0 0 0 0 31 12 0 6 35 0 0 104 1332 4:35 PM 14 0 9 0 0 0 0 0 0 33 17 0 0 37 0 0 110 1307 4:40 PM 8 0 7 0 0 0 0 0 0 43 15 0 2 43 0 0 118 1327 4:45 PM 8 0 8 0 0 0 0 0 0 46 17 0 2 36 0 0 117 1326 4:50 PM 9 0 11 0 0 0 0 0 0 42 19 0 1 32 0 0 114 1334 4:55 PM 11 0 13 0 0 0 0 0 0 31 17 0 3 31 0 0 106 1338 5:00 PM 11 0 11 0 0 0 0 0 0 43 19 0 2 37 0 0 123 1363 5:05 PM 7 0 4 0 0 0 0 0 0 35 24 0 3 40 0 0 113 1367 5:10 PM 14 0 11 0 0 0 0 0 0 37 18 0 2 22 0 0 104 1351 5:15 PM 11 0 8 0 0 0 0 0 0 39 15 0 2 34 0 0 109 1341 5:20 PM 13 0 16 0 0 0 0 0 0 37 9 0 2 39 0 0 116 1342 5:25 PM 7 0 9 0 0 0 0 0 0 41 20 0 5 35 0 0 117 1351 5:30 PM 16 0 10 0 0 0 0 0 0 34 14 0 3 35 0 0 112 1359 5:35 PM 15 0 8 0 0 0 0 0 0 26 16 0 2 31 0 0 98 1347 5:40 PM 12 0 4 0 0 0 0 0 0 24 18 0 1 33 0 0 92 1321 5:45 PM 17 0 7 0 0 0 0 0 0 34 11 0 3 30 0 0 102 1306 5:50 PM 4 0 9 0 0 0 0 0 0 29 15 0 3 34 0 0 94 1286 5:55 PM 15 0 8 0 0 0 0 0 0 35 28 0 3 29 0 0 118 1298 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 100 0 152 0 0 0 0 0 0 352 188 0 52 572 0 0 1416 Heavy Trucks 0 0 0 0 0 0 0 24 4 0 32 0 60 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4 Page 1 of 2 ---PAGE BREAK--- Scooters Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Comments: Report generated on 11/26/2024 4:21 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-[PHONE REDACTED] Page 2 of 2 ---PAGE BREAK--- Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: June Wy Molalla Rd QC JOB 16835106 CITY/STATE: Woodburn, OR DATE: Wed, Nov 20 2024 14 32 13 0 1 517 22 10 495 478 0.92 478 551 51 7 481 26 0 2 58 28 Peak-Hour: 4:10 PM 5:10 PM Peak 15-Min: 4:10 PM 4:25 PM 0 0 0 0 0 3.9 0 0 3.6 7.1 3.8 6.5 3.9 0 7.1 7.7 0 0 3.4 7.1 5 1 0 2 0 0 0 0 0 1 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count Period Beginning At June Wy (Northbound) June Wy (Southbound) Molalla Rd (Eastbound) Molalla Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3:30 PM 0 0 0 0 0 0 1 0 1 37 5 0 0 49 0 0 93 3:35 PM 4 0 0 0 0 0 1 0 2 40 8 0 1 49 0 0 105 3:40 PM 0 0 0 0 0 0 1 0 2 32 2 0 0 43 0 0 80 3:45 PM 0 0 0 0 0 0 1 0 4 35 8 0 2 35 0 0 85 3:50 PM 4 0 0 0 0 0 1 0 2 23 3 0 1 38 0 0 72 3:55 PM 1 0 0 0 1 0 1 0 2 32 6 0 0 31 0 0 74 4:00 PM 4 0 1 0 0 0 2 0 3 29 6 0 0 24 0 0 69 4:05 PM 2 0 0 0 0 0 1 0 2 31 2 0 1 33 0 0 72 4:10 PM 3 0 0 0 0 0 0 0 0 41 7 0 0 59 1 0 111 4:15 PM 1 0 0 0 1 0 1 0 3 34 2 0 0 48 0 0 90 4:20 PM 4 0 0 0 0 0 1 0 3 30 6 0 1 49 2 0 96 4:25 PM 3 0 0 0 0 0 2 0 1 39 3 0 1 28 1 0 78 1025 4:30 PM 1 0 1 0 0 0 2 0 3 26 7 0 1 34 0 0 75 1007 4:35 PM 2 0 0 0 0 0 1 0 1 39 3 0 1 37 1 0 85 987 4:40 PM 2 0 0 0 0 0 1 0 0 44 3 0 0 39 2 0 91 998 4:45 PM 2 0 1 0 0 0 1 0 1 49 3 0 0 40 0 0 97 1010 4:50 PM 3 0 0 0 0 0 1 0 6 51 3 0 0 35 1 0 100 1038 4:55 PM 1 0 0 0 0 0 0 0 3 38 7 0 2 35 1 0 87 1051 5:00 PM 1 0 0 0 0 0 2 0 1 50 2 0 1 38 1 0 96 1078 5:05 PM 3 0 0 0 0 0 1 0 0 37 5 0 0 36 0 0 82 1088 5:10 PM 1 0 0 0 0 0 1 0 3 45 3 0 0 26 0 0 79 1056 5:15 PM 0 0 1 0 0 0 0 0 4 37 6 0 0 33 1 0 82 1048 5:20 PM 2 0 0 0 0 0 4 0 3 48 3 0 0 36 0 0 96 1048 5:25 PM 1 0 0 0 0 0 0 0 2 46 1 0 0 41 0 0 91 1061 5:30 PM 1 1 2 0 0 0 5 0 3 35 6 0 0 31 3 0 87 1073 5:35 PM 1 0 0 0 0 0 0 0 1 28 6 0 0 33 1 0 70 1058 5:40 PM 1 0 1 0 0 0 1 0 4 21 7 0 0 30 0 0 65 1032 5:45 PM 2 0 1 0 0 0 2 0 1 33 4 0 1 35 0 0 79 1014 5:50 PM 5 1 0 0 0 0 1 0 4 34 4 0 0 32 0 0 81 995 5:55 PM 0 0 0 0 0 0 0 0 3 36 2 0 0 29 0 0 70 978 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 32 0 0 0 4 0 8 0 24 420 60 0 4 624 12 0 1188 Heavy Trucks 0 0 0 0 0 0 0 24 4 0 28 0 56 Buses Pedestrians 0 8 4 0 12 Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4 Page 1 of 2 ---PAGE BREAK--- Scooters Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Comments: Report generated on 11/26/2024 4:21 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-[PHONE REDACTED] Page 2 of 2 ---PAGE BREAK--- Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Cooley Rd Molalla Rd QC JOB 16835108 CITY/STATE: Marion, OR DATE: Wed, Nov 20 2024 15 7 11 1 3 477 4 2 539 327 0.87 440 411 80 97 376 26 1 46 178 73 Peak-Hour: 4:05 PM 5:05 PM Peak 15-Min: 4:10 PM 4:25 PM 6.7 57.1 9.1 0 0 5 50 100 4.6 8.6 4.8 7.5 1.3 2.1 7.7 7.7 0 2.2 1.7 4.1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count Period Beginning At Cooley Rd (Northbound) Cooley Rd (Southbound) Molalla Rd (Eastbound) Molalla Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3:30 PM 1 0 5 0 0 0 0 0 0 28 3 0 6 49 0 0 92 3:35 PM 3 0 2 0 0 0 1 0 0 33 6 0 6 42 1 0 94 3:40 PM 2 0 9 0 0 0 0 0 0 23 5 0 4 31 0 0 74 3:45 PM 0 0 5 0 0 0 0 0 1 25 6 0 9 30 0 0 76 3:50 PM 4 0 5 0 0 0 0 0 0 16 8 0 8 29 0 0 70 3:55 PM 2 0 3 0 0 1 0 0 0 24 6 0 10 24 1 0 71 4:00 PM 1 0 4 0 3 0 0 0 0 14 9 0 6 23 0 0 60 4:05 PM 6 0 0 0 0 1 1 0 1 21 6 0 4 38 2 0 80 4:10 PM 1 0 4 0 0 0 1 0 0 24 10 0 14 47 0 0 101 4:15 PM 1 0 2 0 0 0 2 0 0 22 9 0 10 56 0 0 102 4:20 PM 5 0 1 0 0 0 0 0 0 23 7 0 14 47 0 0 97 4:25 PM 2 0 5 0 1 0 1 0 0 26 8 0 6 26 0 0 75 992 4:30 PM 0 0 5 0 0 0 1 0 2 17 3 0 6 34 0 0 68 968 4:35 PM 3 0 5 0 0 0 0 0 1 24 3 0 8 35 0 0 79 953 4:40 PM 2 0 5 0 0 0 1 0 0 40 6 0 9 38 0 0 101 980 4:45 PM 2 0 5 0 0 0 0 0 0 32 4 0 4 32 0 0 79 983 4:50 PM 0 0 6 0 0 0 1 0 0 35 8 0 14 31 0 0 95 1008 4:55 PM 2 0 4 0 1 0 1 0 0 25 9 0 6 27 0 0 75 1012 5:00 PM 2 1 4 0 1 0 2 0 0 38 7 0 2 29 0 0 86 1038 5:05 PM 1 0 3 0 0 1 1 0 3 26 4 0 3 32 1 0 75 1033 5:10 PM 3 2 4 0 0 0 1 0 0 35 8 0 8 19 0 0 80 1012 5:15 PM 3 0 4 0 1 1 2 0 0 29 2 0 4 29 0 0 75 985 5:20 PM 1 1 6 0 0 1 1 0 0 29 7 0 7 23 0 0 76 964 5:25 PM 3 0 2 0 0 1 3 0 1 27 6 0 5 38 0 0 86 975 5:30 PM 3 0 7 0 0 0 2 0 1 31 6 0 4 27 1 0 82 989 5:35 PM 4 0 4 0 1 1 3 0 0 19 6 0 8 21 0 0 67 977 5:40 PM 0 0 2 0 1 1 1 0 1 15 1 0 3 23 1 0 49 925 5:45 PM 3 0 0 0 0 3 1 0 1 22 3 0 5 30 0 0 68 914 5:50 PM 0 2 8 0 0 1 1 0 0 18 9 0 0 23 0 0 62 881 5:55 PM 0 0 1 0 0 0 2 0 0 33 1 0 4 17 0 0 58 864 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 28 0 28 0 0 0 12 0 0 276 104 0 152 600 0 0 1200 Heavy Trucks 4 0 0 0 0 0 0 20 4 0 28 0 56 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4 Page 1 of 2 ---PAGE BREAK--- Scooters Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Comments: Report generated on 11/26/2024 4:21 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-[PHONE REDACTED] Page 2 of 2 ---PAGE BREAK--- Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX C: REPORTS – 2024 EXISTING ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis 1: OR 99E & Molalla Rd 01/03/2025 2024 Existing PM 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 180 412 310 291 360 66 290 484 137 184 824 215 Future Volume (vph) 180 412 310 291 360 66 290 484 137 184 824 215 Ideal Flow 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Total Lost time 4.5 5.5 5.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.97 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1599 1683 1408 1614 1656 3101 3197 1404 1599 3098 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1599 1683 1408 1614 1656 3101 3197 1404 1599 3098 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 191 438 330 310 383 70 309 515 146 196 877 229 RTOR Reduction (vph) 0 0 195 0 4 0 0 0 100 0 16 0 Lane Group Flow (vph) 191 438 135 310 449 0 309 515 46 196 1090 0 Confl. Peds. 2 2 2 2 3 3 Confl. Bikes 2 3 Heavy Vehicles 4% 4% 4% 3% 3% 3% 4% 4% 4% 4% 4% 4% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 6 Actuated Green, G 20.7 34.5 34.5 25.5 39.3 18.0 44.5 44.5 15.5 42.0 Effective Green, g 20.7 34.5 34.5 25.5 39.3 18.0 44.5 44.5 15.5 42.0 Actuated g/C Ratio 0.15 0.25 0.25 0.18 0.28 0.13 0.32 0.32 0.11 0.30 Clearance Time 4.5 5.5 5.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension 3.0 3.5 3.5 3.0 3.5 3.0 5.2 5.2 3.0 5.2 Lane Grp Cap (vph) 236 414 346 293 [PHONE REDACTED] 446 177 929 v/s Ratio Prot 0.12 c0.26 c0.19 0.27 0.10 0.16 c0.12 c0.35 v/s Ratio Perm 0.10 0.03 v/c Ratio 0.81 1.06 0.39 1.06 0.97 0.78 0.51 0.10 1.11 1.17 Uniform Delay, d1 57.7 52.8 44.0 57.2 49.7 59.1 38.8 33.7 62.2 49.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 18.2 60.4 0.9 68.7 33.2 9.2 1.8 0.5 99.3 89.4 Delay 75.9 113.1 44.8 125.9 82.9 68.2 40.6 34.2 161.6 138.4 Level of Service E F D F F E D C F F Approach Delay 82.2 100.4 48.5 141.9 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 96.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length 140.0 Sum of lost time 20.0 Intersection Capacity Utilization 99.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM 6th TWSC 2: Starbucks Driveway & Molalla Rd 01/03/2025 2024 Existing PM 10 Report Page 1 Intersection Int Delay, s/veh 6.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 492 237 41 538 144 135 Future Vol, veh/h 492 237 41 538 144 135 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 25 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 5 5 4 4 1 1 Mvmt Flow 507 244 42 555 148 139 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 752 0 1147 508 Stage 1 - - - - 508 - Stage 2 - - - - 639 - Critical Hdwy - - 4.14 - 6.41 6.21 Critical Hdwy Stg 1 - - - - 5.41 - Critical Hdwy Stg 2 - - - - 5.41 - Follow-up Hdwy - - 2.236 - 3.509 3.309 Pot Cap-1 Maneuver - - 849 - 221 567 Stage 1 - - - - 606 - Stage 2 - - - - 528 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 848 - 210 566 Mov Cap-2 Maneuver - - - - 210 - Stage 1 - - - - 605 - Stage 2 - - - - 502 - Approach EB WB NB HCM Control Delay, s 0 0.7 35 HCM LOS E Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 210 566 - - 848 - HCM Lane V/C Ratio 0.707 0.246 - - 0.05 - HCM Control Delay 55.2 13.4 - - 9.5 - HCM Lane LOS F B - - A - HCM 95th %tile Q(veh) 4.5 1 - - 0.2 - ---PAGE BREAK--- HCM 6th TWSC 5: June Way & Molalla Rd 01/03/2025 2024 Existing PM 10 Report Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 554 59 8 554 12 30 1 2 1 1 15 Future Vol, veh/h 26 554 59 8 554 12 30 1 2 1 1 15 Conflicting Peds, #/hr 0 0 2 2 0 0 1 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 - - - 20 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 7 7 4 4 2 7 2 7 2 2 2 Mvmt Flow 28 602 64 9 602 13 33 1 2 1 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 615 0 0 668 0 0 1328 1325 636 1319 1351 610 Stage 1 - - - - - - 692 692 - 627 627 - Stage 2 - - - - - - 636 633 - 692 724 - Critical Hdwy 4.12 - - 4.14 - - 7.17 6.52 6.27 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.17 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.17 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.236 - - 3.563 4.018 3.363 3.518 4.018 3.318 Pot Cap-1 Maneuver 965 - - 912 - - 129 156 469 134 150 494 Stage 1 - - - - - - 426 445 - 471 476 - Stage 2 - - - - - - 458 473 - 434 430 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 965 - - 910 - - 118 147 468 127 141 494 Mov Cap-2 Maneuver - - - - - - 118 147 - 127 141 - Stage 1 - - - - - - 405 423 - 449 471 - Stage 2 - - - - - - 437 468 - 411 409 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 45.4 15.1 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 124 965 - - 910 - - 375 HCM Lane V/C Ratio 0.289 0.029 - - 0.01 - - 0.049 HCM Control Delay 45.4 8.8 0 - 9 - - 15.1 HCM Lane LOS E A A - A - - C HCM 95th %tile Q(veh) 1.1 0.1 - - 0 - - 0.2 ---PAGE BREAK--- HCM 6th TWSC 6: Cooley Rd & Molalla Rd 01/03/2025 2024 Existing PM 10 Report Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 385 90 111 503 1 24 1 57 3 1 13 Future Vol, veh/h 7 385 90 111 503 1 24 1 57 3 1 13 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 20 - - 500 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 8 8 8 4 4 4 4 4 4 13 13 13 Mvmt Flow 8 448 105 129 585 1 28 1 66 3 1 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 586 0 0 553 0 0 1369 1361 501 1394 1413 586 Stage 1 - - - - - - 517 517 - 844 844 - Stage 2 - - - - - - 852 844 - 550 569 - Critical Hdwy 4.18 - - 4.14 - - 7.14 6.54 6.24 7.23 6.63 6.33 Critical Hdwy Stg 1 - - - - - - 6.14 5.54 - 6.23 5.63 - Critical Hdwy Stg 2 - - - - - - 6.14 5.54 - 6.23 5.63 - Follow-up Hdwy 2.272 - - 2.236 - - 3.536 4.036 3.336 3.617 4.117 3.417 Pot Cap-1 Maneuver 960 - - 1007 - - 123 147 566 113 131 490 Stage 1 - - - - - - 538 530 - 343 364 - Stage 2 - - - - - - 351 376 - 500 489 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 1007 - - 106 127 566 89 113 490 Mov Cap-2 Maneuver - - - - - - 106 127 - 89 113 - Stage 1 - - - - - - 534 526 - 340 317 - Stage 2 - - - - - - 296 328 - 437 485 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.6 28.8 20.9 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 245 960 - - 1007 - - 246 HCM Lane V/C Ratio 0.389 0.008 - - 0.128 - - 0.08 HCM Control Delay 28.8 8.8 - - 9.1 - - 20.9 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 1.7 0 - - 0.4 - - 0.3 ---PAGE BREAK--- Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX D: METHODS AND ASSUMPTIONS MEMORANDUM ---PAGE BREAK--- MEMORANDUM DATE: November 15, 2024 TO: Dan Handel/City of Woodburn; Dago Garcia/ City of Woodburn; Arielle Childress/ODOT Region 2; Brion Scott/ ODOT Region 2 FROM: Tegan Enloe, PE/Enloe Consulting, LLC SUBJECT: Woodburn Food Trucks: Methods & Assumptions Background The applicant is proposing to build a food truck pod on their property located on the south side of Molalla Rd between the Safeway property and Kingdom Hall of Jehovah’s Witness. The proposed development would include space for 20 food trucks as well as a pavilion for eating. This memorandum outlines key analysis assumptions and methodology to be used in the traffic impact analysis for the proposed development. Figure 1: Draft Site Plan ---PAGE BREAK--- Molalla Road Apartments Methods & Assumptions Page 2 of 5 Trip Generation Trip generation estimates are prepared for the proposed development using the Institute of Transportation Engineer’s Trip Generation Manual, 11th Edition and are summarized in Table 1, using the Food Cart Pod (926) data trends. This specific land use code doesn’t have directional distribution data available. Instead, directional distribution trends are reviewed for similar use categories, including High-Turnover (Sit-Down) Restaurant (932) with a 61% entering/39% exiting trend, and Fast-Food Restaurant without Drive-Through Window (933), with a 50% entering/50% exiting trend. The proposed use is expected to fall somewhere between these two, with a stronger skew towards ITE Code 932 because of the typical dwell time of patrons at the establishment and balancing between those patrons leaving with their food versus dining at the pavilion. With that in mind, directional distribution of 60% entering and 40% exiting is recommended for the PM Peak Hour analysis. Table 1: Trip Generation Planned Use ITE Code Food Carts PM Peak Hour Trips In Out Total Food Cart Pod 926 20 79 53 132 Trip Distribution Trip distribution patterns are recommended based on previously approved studies in the area to provide for analysis consistency, and include the following: Figure 2: Trip Distribution Percentages 25% 25% 35% 7% 3% 5% ---PAGE BREAK--- Molalla Road Apartments Methods & Assumptions Page 3 of 5 Study Intersections The following set of intersections is suggested for inclusion in the traffic analysis. Table 1: Proposed Study Intersections and Mobility Standards Intersection No. Name Jurisdiction Mobility Standard 1 N Pacific Hwy (99E)/ Molalla Rd (OR 211) ODOT 0.90 v/c 2 Molalla Rd (OR 211)/ Safeway Driveway ODOT 0.95 v/c 3 Molalla Rd (OR 211)/ Proposed West Driveway ODOT 0.95 v/c 4 Molalla Rd (OR 211)/ Proposed East Driveway ODOT 0.95 v/c 5 Molalla Rd (OR 211)/ June Way ODOT 0.95 v/c 6 Molalla Rd (OR 211)/ Cooley Road ODOT 0.90 v/c Scenarios The following analysis scenarios are proposed for review to satisfy the TIA requirements for the City and partner agencies, and are based on the assumption the development will open in 2026. • 2024 Existing Conditions, PM Peak Hour • 2026 Background Traffic, PM Peak Hour • 2026 Total Traffic (Background + Site), PM Peak Hour A simulation-based queue length analysis will be provided for any intersections that exceed mobility standards. ---PAGE BREAK--- Molalla Road Apartments Methods & Assumptions Page 4 of 5 Traffic Counts Traffic counts are planned for collection mid-week in November, during a non-holiday week. PM Peak Hour counts will be collected between 3:30 PM – 6:00 PM at study intersections. Seasonal Adjustments The seasonal adjustment factor is calculated using ODOT ATR 24-001 (Woodburn) as a representative ATR for the study area. Table 3 shows the seasonal adjustment factor calculations. A seasonal adjustment factor of 1.16 is recommended. Table 3: Seasonal Adjustment Factor Calculation 2023 2022 2021 2020 2019 Average Peak Month 114 (June) 116 (August) 112 (June) 118 (August) 117 (June) 115.7 Count Month (November) 101 98 102 98 99 99.3 Average Seasonal Adjustment Factor: 1.16 Note: strike through values represent the highest and lowest values and were excluded from the average. ---PAGE BREAK--- Molalla Road Apartments Methods & Assumptions Page 5 of 5 Growth Rate A growth rate for the study area is developed using ODOT’s 2043 Future Volume Tables. Table 3 outlines the proposed Future Volume Table data points. An annual growth rate of 1.1% is proposed to be applied linearly to the existing volumes. This value is achieved by averaging the five available measurements in the study area. Table 2: Future Volume Table Site ID Highway Mile Point Location 2022 2043 RSQ 21 Year Factor Annual Rate 199 081 (OR99E) 31.65 North of Woodburn- Estacada Highway (OR211) and Hillsboro-Silverton Highway (OR214) [0.05 mile] 17,800 21,700 MODEL 1.22 1.0% 200 081 (OR99E) 31.80 South of Woodburn- Estacada Highway (OR211) [0.10 mile] 19,500 26,600 MODEL 1.36 1.7% 3235 140 39.24 West of Pacific Highway East (OR99E) [0.05 mile] 15000 14,900 MODEL 0.99 0.0% 3236 140 39.37 East of Pacific Highway East (OR99E) [0.06 mile] 7,500 9,200 MODEL 1.23 1.1% 3446 161 0.15 East of Pacific Highway East (OR99E) and Hillsboro- Silverton Highway (OR214) [0.15 mile] 6,600 9,200 MODEL 1.40 1.9% Average Annual Rate: 1.1% Planned Improvements No capital improvement or other planned improvement projects are identified that will be completed prior to the planned project opening year of 2026. Future year analysis will assume the same roadway network configuration as the existing year analysis. In Process Developments No pending developments have been identified for inclusion as in-process trips. ---PAGE BREAK--- Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX E: CRASH DATA REPORTS ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00100 N N N N 01/11/2018 MARION 1 16 INTER CROSS N N RAIN O-1STOP 01 NONE 0 BACK 10 NO RPT TH WOODBURN MN 0 WOODBURN-ESTACADA H E TRF SIGNAL N WET BACK PRVTE W -E 000 00 N 6A WOODBURN UA 0.00 PACIFIC HY 99E 06 0 N DLIT INJ CAR 01 DRVR NONE 32 M OR-Y 011 000 10 N 45 9 4.66 -122 49 52.38 016100100S00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 48 F OR-Y 000 000 00 OR<25 03877 N N N N 10/30/2022 MARION 1 16 INTER CROSS N N UNK S-1STOP 01 NONE 9 29 CITY SU WOODBURN MN 0 WOODBURN-ESTACADA H E UNKNOWN N UNK REAR N/A E -W 000 00 N 11A WOODBURN UA 0.00 PACIFIC HY 99E 06 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 016100100S00 UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02545 N N N N 07/14/2018 MARION 1 16 Y N UNK 01 NONE 9 13 NONE SA WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) L-GRN-SIG N UNK SS-O N/A E -W 000 00 N 2P WOODBURN UA 0.02 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.55 -122 49 50.97 016100100S00 (03) UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 83599 N N N N 10/18/2019 MARION 1 16 N N RAIN S-1STOP 01 NONE 0 29 NONE FR WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N WET REAR PRVTE E -W 000 00 N 7P WOODBURN UA 0.03 PACIFIC HY 99E 04 N DLIT INJ CAR 01 DRVR NONE 79 M OR-Y 026 000 29 N 45 9 4.52 -122 49 50.27 016100100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR INJC 26 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG INJC 25 F 000 000 00 04763 N N N N 12/25/2022 MARION 1 16 Y Y CLD FIX OBJ 01 NONE 0 040 29 CITY SU WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N WET FIX PRVTE E -W 000 040 00 N 5P WOODBURN UA 0.03 PACIFIC HY 99E 06 N DLIT INJ CAR 01 DRVR INJC 31 M OR-Y 026 000 29 N 45 9 4.51 -122 49 50.26 016100100S00 (02) OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 1 161: WOODBURN-ESTACADA 1 - 4 of 27 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 2 161: WOODBURN-ESTACADA ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 63 F OR-Y 000 000 00 OR<25 00226 N N N N N N 01/23/2021 MARION 1 16 ALLEY N N CLR O-1 L-TURN 01 NONE 9 TURN-L 02 CITY SA WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY TURN N/A W -N 000 00 N 5P WOODBURN UA 0.05 PACIFIC HY 99E 04 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.48 -122 49 48.85 016100100S00 (02) UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02578 N N N N 07/09/2019 MARION 1 16 Y N CLR S-1STOP 01 NONE 9 29 NO RPT TU WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY REAR N/A E -W 000 00 N 2P WOODBURN UA 0.06 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.49 -122 49 48.16 016100100S00 (02) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02091 N N N N 06/11/2018 MARION 1 16 ALLEY N N CLR O-1 L-TURN 01 NONE 9 02 CITY MO WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N DRY TURN N/A W -E 000 00 N 7P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.46 -122 49 46.7 016100100S00 (02) UNK 02 NONE 9 TURN-L N/A E -S 019 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00435 N N N N N N 02/04/2019 MARION 1 16 ALLEY N N RAIN ANGL-OTH 01 NONE 0 TURN-L 013 02 CITY MO WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N WET TURN PRVTE S -W 018 013 00 N 12P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DAY INJ CAR 01 DRVR NONE 18 F OR-Y 028 022 02 N 45 9 4.45 -122 49 46.71 016100100S00 (02) OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 46 F OR-Y 000 000 00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 83 F 000 000 00 03 NONE 0 PRVTE E -W 022 00 CAR 01 DRVR NONE 49 M 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 CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 3 161: WOODBURN-ESTACADA 5 - 9 of 27 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 4 161: WOODBURN-ESTACADA ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02682 N N N N 07/17/2019 MARION 1 16 ALLEY N N CLR ANGL-OTH 01 NONE 9 02 NO RPT WE WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N DRY TURN N/A W -E 000 00 N 6A WOODBURN UA 0.08 PACIFIC HY 99E 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.45 -122 49 46.68 016100100S00 (02) UNK 02 NONE 9 TURN-R N/A S -E 018 00 SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00273 N N N N N N 01/18/2020 MARION 1 16 ALLEY N N CLD ANGL-OTH 01 NONE 0 02 CITY SA WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N WET TURN PRVTE W -E 000 00 N 11A WOODBURN UA 0.08 PACIFIC HY 99E 03 N DAY INJ CAR 01 DRVR INJB 67 F OR-Y 000 000 00 N 45 9 4.44 -122 49 46.71 016100100S00 (02) OR<25 02 NONE 0 TURN-L PRVTE S -W 018 00 CAR 01 DRVR NONE 38 F OR-Y 028 000 02 OR<25 00566 N N N N N N 02/08/2020 MARION 1 16 ALLEY N N CLR ANGL-OTH 01 NONE 0 TURN-L 27,02 CITY SA WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N DRY TURN PRVTE S -W 018 00 N 6P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DUSK INJ CAR 01 DRVR NONE 62 F OR-Y 016,028 038 27,02 N 45 9 4.47 -122 49 46.72 016100100S00 (02) OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 24 M OR-Y 000 000 00 OR<25 02022 N N N N N N 07/11/2020 MARION 1 16 ALLEY N N CLR ANGL-OTH 01 NONE 0 TURN-L 02 CITY SA WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N DRY TURN PRVTE S -W 018 00 N 12P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DAY INJ CAR 01 DRVR NONE 94 F OR-Y 028 000 02 N 45 9 4.46 -122 49 46.71 016100100S00 (02) OR<25 02 NONE 0 PRVTE W -E 000 013 00 CAR 01 DRVR INJC 22 F OR-Y 000 022 00 OR<25 02 NONE 0 PRVTE W -E 000 013 00 CAR 02 PSNG INJC 56 F 000 000 00 03 NONE 0 STOP PRVTE E -W 012 00 CAR 01 DRVR NONE 54 M OTH-Y 000 000 00 N-RES Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 5 161: WOODBURN-ESTACADA 10 - 13 of 27 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 6 161: WOODBURN-ESTACADA ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03733 N N N N 12/11/2020 MARION 1 16 ALLEY N N RAIN ANGL-OTH 01 NONE 9 TURN-L 02 CITY FR WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N WET TURN N/A S -W 018 00 N 7P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.42 -122 49 46.73 016100100S00 (02) UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00930 N N N N N N 03/27/2021 MARION 1 16 ALLEY N N CLR O-1 L-TURN 01 NONE 9 02 CITY SA WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N DRY TURN N/A W -E 000 00 N 7P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.46 -122 49 46.71 016100100S00 (02) UNK 02 NONE 9 TURN-L N/A E -S 019 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03914 N N N N N N 11/01/2022 MARION 1 16 ALLEY N N CLD ANGL-OTH 01 NONE 0 TURN-L 02 CITY TU WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N WET TURN PRVTE S -W 018 00 N 3P WOODBURN UA 0.08 PACIFIC HY 99E 03 N DAY INJ CAR 01 DRVR NONE 75 M OR-Y 028 000 02 N 45 9 4.45 -122 49 46.71 016100100S00 (02) OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJC 49 M OR-Y 000 000 00 OR<25 04085 N N N N 08/30/2018 MARION 1 16 ALLEY N N CLR ANGL-OTH 01 NONE 0 TURN-L 02 NONE TH WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) STOP SIGN N DRY TURN PRVTE S -W 018 00 N 3P WOODBURN UA 0.08 PACIFIC HY 99E 04 N DAY INJ CAR 01 DRVR NONE 71 F OTH-Y 028 000 02 N 45 9 4.45 -122 49 46.7 016100100S00 (02) N-RES 02 NONE 0 TURN-L PRVTE E -S 019 00 CAR 01 DRVR INJC 43 F OR-Y 000 000 00 OR<25 04853 N N N N 12/17/2018 MARION 1 16 ALLEY N N CLR ANGL-OTH 01 NONE 0 TURN-L 02 NONE MO WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY TURN PRVTE S -W 018 00 N 7A WOODBURN UA 0.08 PACIFIC HY 99E 04 N DAY INJ CAR 01 DRVR NONE 48 F OR-Y 028 000 02 N 45 9 4.45 -122 49 46.71 016100100S00 (02) OR<25 02 NONE 0 PRVTE E -W 000 00 CAR 01 DRVR INJC 18 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 7 161: WOODBURN-ESTACADA 14 - 18 of 27 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 8 161: WOODBURN-ESTACADA ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 04403 N N N N 12/03/2021 MARION 1 16 N N CLR 01 NONE 0 29 CITY FR WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 0.10 PACIFIC HY 99E 03 N DARK INJ CAR 01 DRVR INJC 46 F OR-Y 042 000 29 N 45 9 4.47 -122 49 45.24 016100100S00 (02) N-RES 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 67 F OR-Y 000 000 00 OR<25 01055 N N N N 03/30/2018 MARION 1 16 Y N CLR S-1STOP 01 NONE 9 29 NONE FR WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY REAR N/A E -W 000 00 N 1P WOODBURN UA 0.10 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.46 -122 49 45.24 016100100S00 (02) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02135 N N N N 06/03/2019 MARION 1 16 ALLEY N N CLR O-1 L-TURN 01 NONE 9 TURN-L 02 NONE MO WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY TURN N/A W -N 019 00 N 3P WOODBURN UA 0.11 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.46 -122 49 44.5 016100100S00 (02) UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04802 N N N N 12/01/2019 MARION 1 16 ALLEY N N CLD ANGL-OTH 01 NONE 9 UNK 02 NONE SU WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N WET TURN N/A N -UN 018 00 N 1P WOODBURN UA 0.11 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.47 -122 49 44.53 016100100S00 (02) UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03650 N N N N N N 09/28/2018 MARION 1 16 Y N CLR S-1STOP 01 NONE 0 058,079 ,093 27,29 CITY FR WOODBURN MN 0 WOODBURN-ESTACADA H E (NONE) UNKNOWN N DRY REAR PRVTE E -W 000 058,079 00 N 4P WOODBURN UA 0.13 PACIFIC HY 99E 04 N DAY INJ CAR 01 DRVR INJA 57 F OR-Y 016,026 038 093 27,29 N 45 9 4.47 -122 49 43.04 016100100S00 (02) OR<25 02 NONE 0 STOP PRVTE E -W 011 00 CAR 01 DRVR NONE 41 F OR-Y 000 000 00 OR>25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 9 161: WOODBURN-ESTACADA 19 - 22 of 27 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 10 161: WOODBURN-ESTACADA ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE E -W 011 00 CAR 02 PSNG NONE 03 M 000 000 00 02582 N N N N 07/10/2019 MARION 1 16 INTER 3-LEG N N CLR 01 NONE 0 29 NONE WE WOODBURN MN 0 WOODBURN-ESTACADA H W STOP SIGN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 0.23 JUNE WAY 06 0 N DAY INJ SEMI TOW 01 DRVR NONE 47 M OR-Y 042 000 29 N 45 9 4.51 -122 49 35.68 016100100S00 OR>25 02 NONE 0 PRVTE W -E 006 00 CAR 01 DRVR INJC 42 F OR-Y 000 000 00 OR>25 05057 N N N N N N 12/16/2019 MARION 1 16 INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 TURN-L 010 02 CITY MO WOODBURN MN 0 WOODBURN-ESTACADA H CN STOP SIGN N DRY TURN PRVTE SW-W 000 00 N 9A WOODBURN UA 0.23 JUNE WAY 04 0 N DAY INJ CAR 01 DRVR NONE 21 F OR-Y 028 000 02 N 45 9 4.49 -122 49 35.68 016100100S00 OR<25 02 NONE 0 PRVTE W -E 000 010 00 CAR 01 DRVR INJC 50 F OR-Y 000 000 00 OR<25 02 NONE 0 PRVTE W -E 000 010 00 CAR 02 PSNG INJC 58 M 000 000 00 01941 N N N N 06/11/2022 MARION 1 16 N N CLR S-1STOP 01 NONE 0 29 NONE SA MN 0 UN (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 0.35 03 N DAY INJ CAR 01 DRVR NONE 17 M OR-Y 026 000 29 N 45 9 4.41 -122 49 26.96 016100100S00 (02) OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 20 F OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 21 F 000 000 00 02625 N N N N 08/29/2020 MARION 1 06 N Y CLR FIX OBJ 01 NONE 9 079,062 ,121 16 STATE SA MN 0 UN (NONE) UNKNOWN N DRY FIX N/A W -E 000 00 Y 9P 0.48 01 N DARK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.39 -122 49 17.49 016100100S00 (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 CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 11 161: WOODBURN-ESTACADA 23 - 27 of 27 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 161 ALL ROAD TYPES, MP 0.00 to 0.51 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 12 161: WOODBURN-ESTACADA ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01459 N N N N 04/30/2018 MARION 1 16 Y N CLR S-1STOP 01 NONE 9 29 NONE MO WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 3P WOODBURN UA 31.64 HILLSBORO-SILV HY 00 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 7.39 -122 49 50.02 008100100S00 (04) UNK 02 NONE 9 STOP N/A NE-SW 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03941 N N N N 11/04/2021 MARION 1 16 ALLEY N N RAIN ANGL-OTH 01 NONE 9 TURN-R 02 NONE TH WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N WET TURN N/A W -SW 018 00 N 12P WOODBURN UA 31.65 HILLSBORO-SILV HY 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 6.91 -122 49 50.45 008100100S00 (04) UNK 02 NONE 9 N/A NE-SW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03079 N N N N 08/20/2018 MARION 1 16 Y N CLR S-1STOP 01 NONE 0 29 NONE MO WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 12P WOODBURN UA 31.66 HILLSBORO-SILV HY 00 N DAY INJ CAR 01 DRVR NONE 47 M OR-Y 026 000 29 N 45 9 6.46 -122 49 50.81 008100100S00 (04) OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 48 M OR-Y 000 000 00 OR>25 01279 N N N N N N 04/21/2021 MARION 1 16 Y N CLR S-1STOP 01 NONE 0 16 CITY WE WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 5P WOODBURN UA 31.66 HILLSBORO-SILV HY 00 N DAY INJ CAR 01 DRVR NONE 52 F OR-Y 026 025 16 N 45 9 6.46 -122 49 50.83 008100100S00 (04) OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJB 54 F OR-Y 000 000 00 OR<25 04261 N N N N N N 10/28/2019 MARION 1 16 Y N CLR S-1STOP 01 NONE 0 13 CITY MO WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 1P WOODBURN UA 31.66 HILLSBORO-SILV HY 04 N DAY INJ CAR 01 DRVR INJC 20 F OR-Y 045 000 13 N 45 9 6.46 -122 49 50.81 008100100S00 (04) OR<25 01 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG INJC 46 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 1 081: PACIFIC HIGHWAY EAST 1 - 4 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 2 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 PRVTE NE-SW 000 00 CAR 01 DRVR NONE 37 M OR-Y 000 000 00 OR<25 04365 N N N N 12/01/2022 MARION 1 16 N N RAIN PED 01 NONE 0 18 NO RPT TH WOODBURN MN 0 PACIFIC HY 99E N (NONE) UNKNOWN N WET PED PRVTE S -N 000 00 N 6P WOODBURN UA 31.67 WOODBURN-ESTACADA H 00 N DARK INJ CAR 01 DRVR NONE 36 M OR-Y 000 000 00 N 45 9 6.01 -122 49 51.2 008100100S00 (04) OR<25 - 01 PED INJC 00 F ROAD 057 000 18 UN UN 01795 N N N N 05/25/2018 MARION 1 16 Y N CLR S-1STOP 01 NONE 0 29 NONE FR WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 4P WOODBURN UA 31.67 HILLSBORO-SILV HY 00 N DAY INJ CAR 01 DRVR NONE 39 M OR-Y 026 000 29 N 45 9 6.01 -122 49 51.2 008100100S00 (04) OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 64 F OR-Y 000 000 00 OR<25 02981 N N N N 08/12/2018 MARION 1 16 Y N CLR 01 NONE 9 22 NONE SU WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N UNK WOODBURN UA 31.67 HILLSBORO-SILV HY 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 6 -122 49 51.21 008100100S00 (04) UNK 02 NONE 9 N/A NE-SW 006 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01436 N N N N N N 04/17/2019 MARION 1 16 N N CLD 01 NONE 0 013 13 CITY WE WOODBURN MN 0 PACIFIC HY 99E N (NONE) UNKNOWN N DRY SS-O PRVTE S -N 000 00 N 6P WOODBURN UA 31.68 WOODBURN-ESTACADA H 05 N DAY INJ CAR 01 DRVR NONE 28 F OR-Y 045 000 13 N 45 9 5.56 -122 49 51.6 008100100S00 (04) OR<25 02 NONE 0 PRVTE S -N 000 013 00 CAR 01 DRVR NONE 48 F OR-Y 000 022 00 OR<25 03 NONE 0 STOP PRVTE N -S 012 00 CAR 01 DRVR INJC 21 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 3 081: PACIFIC HIGHWAY EAST 5 - 9 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 4 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02935 N N N N 08/09/2018 MARION 1 16 N N CLR S-1STOP 01 NONE 9 29 NONE TH WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 3P WOODBURN UA 31.68 HILLSBORO-SILV HY 00 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 5.56 -122 49 51.59 008100100S00 (04) UNK 02 NONE 9 STOP N/A NE-SW 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02138 N N N N 06/06/2019 MARION 1 16 Y N CLD S-1STOP 01 NONE 9 07 CITY TH WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 12P WOODBURN UA 31.68 HILLSBORO-SILV HY 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 5.56 -122 49 51.59 008100100S00 (04) UNK 02 NONE 9 STOP N/A NE-SW 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01845 N Y N N N N 06/21/2020 MARION 1 16 Y N CLR S-1STOP 01 NONE 0 29 CITY SU WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 3P WOODBURN UA 31.68 HILLSBORO-SILV HY 04 N DAY INJ CAR 01 DRVR NONE 64 M OR-Y 026 000 29 N 45 9 5.58 -122 49 51.62 008100100S00 (04) OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 26 M OR-Y 000 000 00 OR<25 00893 N N N N N N 03/22/2022 MARION 1 16 Y N CLR S-1STOP 01 NONE 9 07 CITY TU WOODBURN MN 0 PACIFIC HY 99E NE (NONE) UNKNOWN N DRY REAR N/A NE-SW 000 00 N 1P WOODBURN UA 31.68 HILLSBORO-SILV HY 04 N DAY PDO SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 5.56 -122 49 51.59 008100100S00 (04) UNK 02 NONE 9 STOP N/A NE-SW 011 00 SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00248 N N N N 01/23/2018 MARION 1 16 INTER CROSS N N RAIN ANGL-STP 01 NONE 0 TURN-L 08 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N WET TURN PRVTE W -NE 000 00 N 7A WOODBURN UA 31.70 PACIFIC HY 99E 06 0 N DAY INJ CAR 01 DRVR INJC 48 F OR-Y 002,026 000 08 N 45 9 4.67 -122 49 52.39 008100100S00 OR<25 01 NONE 0 TURN-L PRVTE W -NE 000 00 CAR 02 PSNG INJB 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 CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 5 081: PACIFIC HIGHWAY EAST 10 - 13 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 6 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE NE-SW 012 00 CAR 01 DRVR NONE 38 M OR-Y 000 000 00 OR<25 02698 N N N N 07/24/2018 MARION 1 16 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NO RPT TU WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N DRY REAR PRVTE NE-SW 000 00 N 4P WOODBURN UA 31.70 PACIFIC HY 99E 06 0 N DAY INJ CAR 01 DRVR NONE 51 M OR-Y 026 000 29 N 45 9 4.66 -122 49 52.38 008100100S00 OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 60 F OR-Y 000 000 00 OR<25 04933 N N N N 12/23/2018 MARION 1 16 INTER CROSS N N RAIN S-1STOP 01 NONE 0 29 NONE SU WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N WET REAR PRVTE NE-SW 000 00 N 6P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DARK INJ CAR 01 DRVR NONE 23 F OR-Y 026 000 29 N 45 9 4.66 -122 49 52.38 008100100S00 OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 39 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 02 PSNG INJC 00 F 000 000 00 03590 N N N N 10/12/2021 MARION 1 16 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N DRY REAR PRVTE NE-SW 000 00 N 1P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 17 F OR-Y 026 000 29 N 45 9 4.67 -122 49 52.36 008100100S00 OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 33 F OR-Y 000 000 00 OR<25 00701 N N N N 03/04/2022 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N DRY REAR PRVTE NE-SW 000 00 N 4P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 43 M OR-Y 026 000 29 N 45 9 4.66 -122 49 52.4 008100100S00 OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 54 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 7 081: PACIFIC HIGHWAY EAST 14 - 18 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 8 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01892 N N N N 06/07/2022 MARION 1 16 INTER CROSS N N CLR S-1STOP 01 NONE 9 29 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N DRY REAR N/A NE-SW 000 00 N 6P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 9 STOP N/A NE-SW 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01913 N N N N 06/09/2022 MARION 1 16 INTER CROSS N N CLR S-1STOP 01 NONE 9 29 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY NE TRF SIGNAL N DRY REAR N/A NE-SW 000 00 N 4P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 9 STOP N/A NE-SW 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03610 N N N N 09/25/2018 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 UNKN 0 29 NO RPT TU WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N DRY REAR UNKN S -N 000 00 N 8P WOODBURN UA 31.70 PACIFIC HY 99E 06 0 N DLIT INJ UNKNOWN 01 DRVR NONE 00 Unk UNK 026 000 29 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJC 40 M OR-Y 000 000 00 OR<25 01056 N N N N 03/30/2018 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 9 29 NONE FR WOODBURN MN 0 PACIFIC HY 99E S TRF SIGNAL N DRY REAR N/A S -N 000 00 N 1P WOODBURN UA 31.70 WOODBURN-ESTACADA H 06 1 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 9 STOP N/A S -N 012 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00184 N N N N N N 01/13/2020 MARION 1 14 INTER CROSS N N RAIN S-1STOP 01 NONE 1 10 CITY MO WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N WET REAR PRVTE S -N 000 00 N 3P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY INJ SEMI TOW 01 DRVR NONE 56 M OR-Y 026 000 00 N 45 9 4.67 -122 49 52.39 008100100S00 OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJC 29 M NONE 009 000 10 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 9 081: PACIFIC HIGHWAY EAST 19 - 23 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 10 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 00540 N N N N 02/07/2020 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 UNKN 0 29 NO RPT FR WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N DRY REAR UNKN S -N 000 00 N 5A WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DLIT INJ UNKNOWN 01 DRVR NONE 00 M UNK 026 000 29 N 45 9 4.65 -122 49 52.39 008100100S00 UNK 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJC 41 M OTH-Y 000 000 00 N-RES 04760 N N N N N N 12/24/2021 MARION 1 16 INTER CROSS N N RAIN S-1STOP 01 NONE 1 07 CITY FR WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N WET REAR PRVTE S -N 000 00 N 12P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 31 M SUSP 043,026 000 07 N 45 9 4.66 -122 49 52.41 008100100S00 OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR NONE 52 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 02 PSNG INJA 58 F 000 000 00 01457 N N N N N N 05/07/2021 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 9 33,27,29 CITY FR WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N DRY REAR N/A S -N 000 00 N 8P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.68 -122 49 52.37 008100100S00 UNK 02 NONE 9 STOP N/A S -N 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02987 N N N N 08/30/2022 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE TU WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N DRY REAR PRVTE S -N 000 00 N 6A WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 37 F OR-Y 026 000 29 N 45 9 4.67 -122 49 52.4 008100100S00 OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJC 40 M OR-Y 000 000 00 OR<25 01945 N N N N 06/03/2022 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 NONE FR WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N DRY REAR PRVTE S -N 000 00 N 1P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 64 F OR-Y 026 000 29 N 45 9 4.66 -122 49 52.38 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 CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 11 081: PACIFIC HIGHWAY EAST 24 - 27 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 12 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJB 36 M OR-Y 000 000 00 OR<25 00721 N N N N 03/05/2022 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 9 29 NONE SA WOODBURN MN 0 WOODBURN-ESTACADA H S TRF SIGNAL N DRY REAR N/A S -N 000 00 N 9P WOODBURN UA 31.70 PACIFIC HY 99E 06 1 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 9 STOP N/A S -N 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00009 N N N N N N 01/02/2018 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 0 27,02 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE NE-SW 000 00 N 7A WOODBURN UA 31.70 PACIFIC HY 99E 01 0 N DAWN INJ CAR 01 DRVR NONE 41 F OR-Y 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 OR<25 01 NONE 0 PRVTE NE-SW 000 00 CAR 02 PSNG NONE 04 M 000 000 00 02 NONE 0 TURN-L PRVTE SW-W 000 00 CAR 01 DRVR INJC 26 F OR-Y 016,028,004 038 27,02 OR<25 04717 N N N N N N 11/25/2019 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 9 32,04,27 CITY MO WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY ANGL N/A N -S 000 00 N 9P WOODBURN UA 31.70 PACIFIC HY 99E 01 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.67 -122 49 52.4 008100100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04610 N N N N N N 12/15/2021 MARION 1 14 INTER CROSS N N RAIN O-1 L-TURN 01 NONE 9 TURN-L 04 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET TURN N/A SW-W 000 00 N 7P WOODBURN UA 31.70 PACIFIC HY 99E 01 0 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.64 -122 49 52.37 008100100S00 UNK 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 CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 13 081: PACIFIC HIGHWAY EAST 28 - 32 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 14 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01009 N N N N 03/31/2022 MARION 1 14 INTER CROSS N N CLR O-1 L-TURN 01 NONE 9 04 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN N/A NE-SW 000 00 N 7P WOODBURN UA 31.70 PACIFIC HY 99E 01 1 N DUSK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 9 TURN-L N/A SW-W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04778 N N N N 12/27/2022 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 9 04 NO RPT TU WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N WET ANGL N/A NE-SW 000 00 N 10P WOODBURN UA 31.70 PACIFIC HY 99E 01 1 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 008100100S00 UNK 02 NONE 9 N/A E -W 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03454 N Y N N N N 09/14/2018 MARION 1 14 INTER CROSS N N CLR S-1TURN 01 NONE 0 33,04,05 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY CN TRF SIGNAL N DRY TURN PRVTE NE-SW 031 00 N 11P WOODBURN UA 31.70 PACIFIC HY 99E 04 1 N DLIT INJ CAR 01 DRVR INJA 18 M NONE 051,020,034 000 33,04,05 N 45 9 4.66 -122 49 52.38 008100100S00 OR<25 02 NONE 0 TURN-L PRVTE NE-E 000 00 CAR 01 DRVR INJA 24 F OR-Y 000 000 00 OR<25 02 NONE 0 TURN-L PRVTE NE-E 000 00 CAR 02 PSNG INJB 24 M 000 000 00 02 NONE 0 TURN-L PRVTE NE-E 000 00 CAR 03 PSNG INJC 22 F 000 000 00 02 NONE 0 TURN-L PRVTE NE-E 000 00 CAR 04 PSNG INJC 19 M 000 000 00 03374 N Y N N N N 09/28/2021 MARION 1 14 INTER CROSS N N CLR 01 NONE 0 29 CITY TU WOODBURN MN 0 HILLSBORO-SILV HY CN UNKNOWN N DRY REAR PRVTE W -E 000 00 N 7P WOODBURN UA 31.70 PACIFIC HY 99E 04 0 N DUSK INJ CAR 01 DRVR INJB 18 M NONE 042 000 29 N 45 9 4.68 -122 49 52.38 008100100S00 OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR NONE 27 F NONE 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 15 081: PACIFIC HIGHWAY EAST 33 - 36 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 16 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 03872 N N N N 10/12/2018 MARION 1 14 Y N CLR S-1STOP 01 NONE 0 29 NO RPT FR WOODBURN MN 0 PACIFIC HY 99E S (NONE) UNKNOWN N DRY REAR PRVTE S -N 000 00 N 5P WOODBURN UA 31.72 WOODBURN-ESTACADA H 00 N DAY INJ CAR 01 DRVR NONE 78 F OR-Y 026 000 29 N 45 9 3.78 -122 49 53.17 008100100S00 (04) OR<25 02 NONE 0 STOP PRVTE S -N 011 00 CAR 01 DRVR INJC 25 F OR-Y 000 000 00 OR<25 01126 N N N N N N 04/05/2018 MARION 1 14 Y N RAIN S-1STOP 01 NONE 0 013 27,29 CITY TH WOODBURN MN 0 PACIFIC HY 99E S (NONE) L-GRN-SIG N WET REAR PRVTE S -N 000 00 N 5P WOODBURN UA 31.72 WOODBURN-ESTACADA H 05 N DAY INJ CAR 01 DRVR NONE 30 M OR-Y 016,026 038 27,29 N 45 9 3.77 -122 49 53.18 008100100S00 (05) OR<25 02 NONE 0 STOP PRVTE S -N 012 013 00 CAR 01 DRVR NONE 19 F OR-Y 000 022 00 OR<25 03 NONE 0 STOP PRVTE S -N 012 00 CAR 01 DRVR INJC 28 F OR-Y 000 000 00 OR<25 03694 N N N N N N 10/01/2018 MARION 1 14 N Y CLD FIX OBJ 01 NONE 0 044 17 CITY MO WOODBURN MN 0 PACIFIC HY 99E S UNKNOWN N DRY FIX PRVTE S -N 000 044 00 Y 7A WOODBURN UA 31.72 WOODBURN-ESTACADA H 05 N DAY INJ CAR 01 DRVR INJA 52 F OR-Y 081 028 17 N 45 9 3.78 -122 49 53.18 008100100S00 (04) OR<25 01351 N N N N 04/25/2022 MARION 1 14 Y N CLR S-1STOP 01 NONE 9 29,27 STATE MO WOODBURN MN 0 PACIFIC HY 99E S (NONE) UNKNOWN N DRY REAR N/A S -N 000 00 N 2P WOODBURN UA 31.72 WOODBURN-ESTACADA H 05 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 3.78 -122 49 53.17 008100100S00 (04) UNK 02 NONE 9 STOP N/A S -N 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04642 N N N N 12/05/2018 MARION 1 14 Y N FOG S-1STOP 01 NONE 0 29 NONE WE WOODBURN MN 0 PACIFIC HY 99E SW (NONE) UNKNOWN N ICE REAR PRVTE SW-NE 000 00 N 5A WOODBURN UA 31.72 HILLSBORO-SILV HY 05 N DLIT INJ CAR 01 DRVR NONE 28 F OR-Y 026 000 29 N 45 9 3.79 -122 49 53.16 008100100S00 (04) OR<25 01 NONE 0 PRVTE SW-NE 000 00 CAR 02 PSNG NONE 01 M 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 17 081: PACIFIC HIGHWAY EAST 37 - 40 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 18 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE SW-NE 011 00 CAR 01 DRVR INJC 61 M OR-Y 000 000 00 OR<25 03258 N N N N 08/31/2018 MARION 1 14 Y N CLR 01 NONE 9 13 NONE FR WOODBURN MN 0 PACIFIC HY 99E S (NONE) UNKNOWN N DRY SS-O N/A S -N 000 00 N 5P WOODBURN UA 31.74 WOODBURN-ESTACADA H 06 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 2.89 -122 49 53.97 008100100S00 (04) UNK 02 NONE 9 N/A S -N 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01864 N N N N 06/05/2022 MARION 1 14 N Y CLD FIX OBJ 01 NONE 9 050 10 CITY SU WOODBURN MN 0 PACIFIC HY 99E SW (NONE) UNKNOWN N WET FIX N/A UN-UN 000 00 Y 10P WOODBURN UA 31.74 HILLSBORO-SILV HY 00 N DARK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 2.89 -122 49 53.97 008100100S00 (04) UNK 02285 N Y N N 08/02/2020 MARION 1 14 N Y CLR FIX OBJ 01 NONE 9 050 10 CITY SU WOODBURN MN 0 PACIFIC HY 99E SW UNKNOWN N DRY FIX N/A NE-SW 000 00 Y 8P WOODBURN UA 31.74 HILLSBORO-SILV HY 04 N DUSK PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 2.88 -122 49 53.98 008100100S00 (04) UNK 01231 N N N N N N 04/11/2020 MARION 1 14 N N CLR S-1STOP 01 NONE 0 27,29 CITY SA WOODBURN MN 0 PACIFIC HY 99E SW (NONE) UNKNOWN N DRY REAR PRVTE NE-SW 000 00 N 11A WOODBURN UA 31.75 HILLSBORO-SILV HY 03 Y DAY INJ CAR 01 DRVR INJC 22 F OR-Y 016,026 038 27,29 N 45 9 2.46 -122 49 54.4 008100100S00 (04) OR<25 02 NONE 0 STOP PRVTE NE-SW 011 00 CAR 01 DRVR INJC 31 M OR-Y 000 000 00 OR<25 01559 N N N N 04/27/2019 MARION 1 14 N N CLR 01 NONE 9 13 NONE SA WOODBURN MN 0 PACIFIC HY 99E SW (NONE) UNKNOWN N DRY SS-O N/A NE-SW 000 00 N 11A WOODBURN UA 31.75 HILLSBORO-SILV HY 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 2.43 -122 49 54.37 008100100S00 (04) UNK 02 NONE 9 N/A NE-SW 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00432 Y Y N N N N 02/04/2019 MARION 1 14 N Y RAIN FIX OBJ 01 NONE 0 040,001 33,30 CITY MO WOODBURN MN 0 PACIFIC HY 99E SW (NONE) UNKNOWN N WET FIX PRVTE UN-UN 000 040 00 Y 1A WOODBURN UA 31.76 HILLSBORO-SILV HY 00 N DLIT INJ 01 DRVR INJB 22 M OR-Y 051,050,081 000 001 33,30 N 45 9 2.02 -122 49 54.76 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 CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 19 081: PACIFIC HIGHWAY EAST 41 - 47 of 47 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 081 ALL ROAD TYPES, MP 31.605 to 31.80 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 20 081: PACIFIC HIGHWAY EAST ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02006 N N N N N N 06/07/2018 MARION 1 14 ALLEY N N CLR O-1 L-TURN 01 NONE 9 TURN-L 02 NONE TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY TURN N/A E -SW 019 00 N 5P WOODBURN UA 39.23 PACIFIC HY 99E 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.78 -122 49 56.93 014000100S00 (04) UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03856 N N N N N N 10/04/2019 MARION 1 14 ALLEY N N CLR O-1 L-TURN 01 NONE 0 TURN-L 02 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY TURN PRVTE E -SW 019 00 N 5P WOODBURN UA 39.23 PACIFIC HY 99E 03 N DAY INJ CAR 01 DRVR INJC 37 M OR-Y 028,004 000 02 N 45 9 4.79 -122 49 56.92 014000100S00 (04) OR<25 02 NONE 0 PRVTE W -E 000 00 CAR 01 DRVR INJB 25 F OR-Y 000 000 00 OR<25 01057 N N N N 03/22/2019 MARION 1 14 ALLEY N N CLR O-OTHER 01 NONE 9 TURN-L 02 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) R-GRN-SIG N DRY TURN N/A E -SW 019 00 N 4P WOODBURN UA 39.23 PACIFIC HY 99E 03 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.77 -122 49 56.94 014000100S00 (04) UNK 02 NONE 9 TURN-R N/A W -SW 019 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04453 N N N N 12/06/2022 MARION 1 14 N N CLR S-1STOP 01 NONE 0 004 29 NONE TU WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) R-GRN-SIG N DRY REAR PRVTE W -E 000 00 N 5P WOODBURN UA 39.23 PACIFIC HY 99E 03 Y DLIT INJ CAR 01 DRVR INJB 73 M OR-Y 026 000 29 N 45 9 4.78 -122 49 56.93 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE W -E 011 004 00 CAR 01 DRVR NONE 00 M UNK 010 000 00 OR<25 00888 N N N N N N 03/15/2018 MARION 1 14 ALLEY N N RAIN O-1 L-TURN 01 NONE 0 082 02 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N WET TURN PRVTE W -E 000 00 N 6P WOODBURN UA 39.23 PACIFIC HY 99E 04 N DAY INJ CAR 01 DRVR INJC 48 M OR-Y 000 000 00 N 45 9 4.78 -122 49 56.94 014000100S00 (04) OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 16 F 000 000 00 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 1 140: HILLSBORO-SILVERTON 1 - 4 of 21 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 2 140: HILLSBORO-SILVERTON ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 01 NONE 0 PRVTE W -E 000 00 CAR 03 PSNG INJC 15 M 000 000 00 01 NONE 0 PRVTE W -E 000 00 CAR 04 PSNG INJC 13 F 000 000 00 02 NONE 0 TURN-L PRVTE E -SW 019 00 CAR 01 DRVR NONE 45 M SUSP 028,004 000 082 02 OR<25 03748 N N N N N N 09/27/2019 MARION 1 14 ALLEY N N RAIN ANGL-OTH 01 NONE 0 082 02 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) L-GRN-SIG N WET TURN PRVTE W -E 000 00 N 4P WOODBURN UA 39.23 PACIFIC HY 99E 05 N DAY INJ CAR 01 DRVR NONE 17 F OR-Y 000 000 00 N 45 9 4.79 -122 49 56.92 014000100S00 (05) OR<25 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 52 M 000 000 00 02 NONE 0 TURN-L PRVTE SW-W 018 00 CAR 01 DRVR INJC 30 F OR-Y 028 000 082 02 OR<25 02 NONE 0 TURN-L PRVTE SW-W 018 00 CAR 02 PSNG INJC 48 F 000 000 00 02 NONE 0 TURN-L PRVTE SW-W 018 00 CAR 03 PSNG INJC 08 F 000 000 00 02 NONE 0 TURN-L PRVTE SW-W 018 00 CAR 04 PSNG INJC 02 F 000 000 00 02 NONE 0 TURN-L PRVTE SW-W 018 00 CAR 05 PSNG INJC 01 F 000 000 00 01209 N N N N N N 04/04/2019 MARION 1 14 Y N CLD S-1STOP 01 NONE 0 16 CITY TH WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) L-GRN-SIG N WET REAR PRVTE W -E 000 00 N 12P WOODBURN UA 39.26 PACIFIC HY 99E 04 N DAY INJ CAR 01 DRVR NONE 31 M OR-Y 026 025 16 N 45 9 4.71 -122 49 54.66 014000100S00 (04) OR<25 02 NONE 0 STOP PRVTE W -E 012 00 CAR 01 DRVR INJC 53 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 3 140: HILLSBORO-SILVERTON 5 - 7 of 21 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 4 140: HILLSBORO-SILVERTON ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02677 N N N N 08/06/2022 MARION 1 14 N N UNK 01 NONE 9 13 CITY SA WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N UNK SS-O N/A W -E 000 00 N 3P WOODBURN UA 39.26 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.72 -122 49 54.66 014000100S00 (04) UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02556 N N N N 07/29/2022 MARION 1 14 N N CLR S-1STOP 01 NONE 9 29 NONE FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR N/A E -W 000 00 N 4P WOODBURN UA 39.26 PACIFIC HY 99E 05 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.72 -122 49 54.66 014000100S00 (04) UNK 02 NONE 9 STOP N/A E -W 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 03535 N N N N N N 11/20/2020 MARION 1 14 Y N FOG S-1STOP 01 NONE 0 29 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) UNKNOWN N DRY REAR PRVTE W -E 000 00 N 8P WOODBURN UA 39.27 PACIFIC HY 99E 03 N DLIT INJ CAR 01 DRVR NONE 69 F OTH-Y 026 000 29 N 45 9 4.71 -122 49 53.9 014000100S00 (04) N-RES 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 20 F OR-Y 000 000 00 OR<25 00889 N N N N 03/24/2021 MARION 1 14 Y N CLD 01 NONE 9 13 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W (NONE) L-GRN-SIG N WET SS-O N/A W -E 000 00 N 11A WOODBURN UA 39.27 PACIFIC HY 99E 04 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.7 -122 49 53.89 014000100S00 (04) UNK 02 NONE 9 N/A W -E 000 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 02020 N N N N 06/18/2022 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 9 29 NONE SA WOODBURN MN 0 HILLSBORO-SILV HY W STOP SIGN N DRY REAR N/A W -E 000 00 N 11A WOODBURN UA 39.27 PACIFIC HY 99E 09 1 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.38 014000100S00 UNK 02 NONE 9 STOP N/A W -E 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 5 140: HILLSBORO-SILVERTON 8 - 12 of 21 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 6 140: HILLSBORO-SILVERTON ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02059 N N N N N N 06/10/2018 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 27,29 NO RPT SU WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 4P WOODBURN UA 39.29 PACIFIC HY 99E 06 0 N DAY INJ CAR 01 DRVR INJC 37 F OTH-Y 016,026 038 27,29 N 45 9 4.66 -122 49 52.38 014000100S00 N-RES 01 NONE 0 PRVTE W -E 000 00 CAR 02 PSNG INJC 10 M 000 000 00 02 NONE 0 STOP PRVTE W -E 012 00 CAR 01 DRVR INJC 33 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 012 00 CAR 02 PSNG INJC 33 F 000 000 00 02894 N N N N 08/05/2018 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 7P WOODBURN UA 39.29 PACIFIC HY 99E 06 0 N DAY INJ CAR 01 DRVR NONE 20 M OR-Y 026 000 29 N 45 9 4.66 -122 49 52.38 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 23 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 50 F 000 000 00 02 NONE 0 STOP PRVTE W -E 011 00 CAR 03 PSNG NONE 01 M 000 000 00 00985 N N N N 03/23/2018 MARION 1 14 INTER CROSS N N RAIN S-1STOP 01 NONE 9 07 NO RPT FR WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N WET REAR N/A W -E 000 00 N 11A WOODBURN UA 39.29 PACIFIC HY 99E 06 0 N DAY PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.66 -122 49 52.37 014000100S00 UNK 02 NONE 9 STOP N/A W -E 011 00 SEMI TOW 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 00522 N N N N 02/10/2019 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 29 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 2P WOODBURN UA 39.29 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 29 M OR-Y 026 000 29 N 45 9 4.66 -122 49 52.38 014000100S00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 7 140: HILLSBORO-SILVERTON 13 - 15 of 21 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 8 140: HILLSBORO-SILVERTON ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 53 M NONE 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 62 F 000 000 00 00746 N N N N N N 03/10/2021 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W TRF SIGNAL N DRY REAR PRVTE W -E 000 00 N 1P WOODBURN UA 39.29 PACIFIC HY 99E 06 1 N DAY INJ CAR 01 DRVR NONE 32 M OR-Y 043,026 000 07 N 45 9 4.67 -122 49 52.41 014000100S00 OR>25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR NONE 26 F OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 61 F 000 000 00 03385 N N N N N N 11/08/2020 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 0 07 CITY SU WOODBURN MN 0 HILLSBORO-SILV HY W STOP SIGN N DRY REAR PRVTE W -E 000 00 N 2P WOODBURN UA 39.29 PACIFIC HY 99E 09 1 N DAY INJ CAR 01 DRVR NONE 24 M SUSP 043,026 000 07 N 45 9 4.67 -122 49 52.39 014000100S00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 01 DRVR INJC 64 M OR-Y 000 000 00 OR<25 02 NONE 0 STOP PRVTE W -E 011 00 CAR 02 PSNG INJC 64 F 000 000 00 03438 N N N N N N 11/18/2020 MARION 1 14 INTER CROSS N N RAIN S-1STOP 01 NONE 9 27 CITY WE WOODBURN MN 0 HILLSBORO-SILV HY W STOP SIGN N WET REAR N/A W -E 000 00 N 7P WOODBURN UA 39.29 PACIFIC HY 99E 09 1 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.67 -122 49 52.38 014000100S00 UNK 02 NONE 9 STOP N/A W -E 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 04764 N N N N 12/24/2021 MARION 1 14 INTER CROSS N N CLR S-1STOP 01 NONE 9 004 29 CITY FR WOODBURN MN 0 HILLSBORO-SILV HY W STOP SIGN N DRY REAR N/A W -E 000 00 N 6P WOODBURN UA 39.29 PACIFIC HY 99E 09 1 N DLIT PDO CAR 01 DRVR NONE 00 Unk UNK 000 000 00 N 45 9 4.68 -122 49 52.4 014000100S00 UNK Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 9 140: HILLSBORO-SILVERTON 16 - 19 of 21 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 10 140: HILLSBORO-SILVERTON ---PAGE BREAK--- S D M SER# P R J S W DATE COUNTY RD# FC CONN# RD CHAR INT-TYPE SPCL USE INVEST E A U I C O DAY CITY COMPNT FIRST STREET DIRECT (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME URBAN AREA MLG TYP SECOND STREET LOCTN LEGS TRAF- SURF COLL OWNER FROM PRTC INJ G E LICNS PED UNLOC? D C S V L K LAT LONG MILEPNT LRS (#LANES) CONTL LIGHT V# TYPE TO P# TYPE E X RES LOC ERROR ACT EVENT CAUSE 02 NONE 9 STOP N/A W -E 011 00 CAR 01 DRVR NONE 00 Unk UNK 000 000 00 UNK 01605 N N N N 05/31/2020 MARION 1 14 INTER CROSS N N CLR ANGL-OTH 01 NONE 0 04 CITY SU WOODBURN MN 0 WOODBURN-ESTACADA H CN TRF SIGNAL N DRY TURN PRVTE W -E 000 00 N 7P WOODBURN UA 39.29 PACIFIC HY 99E 04 1 N DAY INJ CAR 01 DRVR NONE 24 M OTH-Y 020 000 04 N 45 9 4.65 -122 49 52.38 014000100S00 OR<25 02 NONE 0 TURN-L PRVTE S -W 000 00 CAR 01 DRVR INJC 38 F OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 11 140: HILLSBORO-SILVERTON 20 - 21 of 21 Crash records shown. ---PAGE BREAK--- Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT CONTINUOUS SYSTEM CRASH LISTING Highway 140 ALL ROAD TYPES, MP 39.195 to 39.29 01/01/2018 to 12/31/2022, Both Add and Non-Add mileage, ALL Crashes Severity, ALL Crashes Circumstance 01/08/2025 CDS380 Page: 12 140: HILLSBORO-SILVERTON ---PAGE BREAK--- S D M SER# P R J S W DATE MILEPNT COUNTY ROADS INT-TYPE SPCL USE INVEST E A U I C O DAY DIST FROM FIRST STREET RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TRLR QTY MOVE A S RD DPT E L G N H R TIME INTERSECT 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 04487 N N N N 12/08/2022 0.47 COOLEY RD NE N N UNK S-1STOP 01 NONE 0 29 NONE TH UN (NONE) UNKNOWN N WET REAR PRVTE N -S 000 00 N 3P 03 N DAY INJ CAR 01 DRVR NONE 56 M OR-Y 026 000 29 N 45 9 1.41 -122 49 23.57 (02) OR<25 02 NONE 0 STOP PRVTE N -S 011 00 CAR 01 DRVR INJC 54 M OR-Y 000 000 00 OR<25 Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirement, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. OREGON.. DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANAYLYSIS AND REPORTING UNIT COUNTY ROAD CRASH LISTING COOLEY RD NE, MP -999.99 to 999.99, ALL Crashes Severity, ALL Crashes Circumstance, 01/01/2018 to 12/31/2022 01/08/2025 CDS380 Page: 1 MARION COUNTY 1 - 1 of 1 Crash records shown. ---PAGE BREAK--- 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 COUNTY ROAD CRASH LISTING COOLEY RD NE, MP -999.99 to 999.99, ALL Crashes Severity, ALL Crashes Circumstance, 01/01/2018 to 12/31/2022 01/08/2025 CDS380 Page: 2 MARION COUNTY ---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 02582 N N N N 07/10/2019 16 WOODBURN-ESTACADA H INTER 3-LEG N N CLR 01 NONE 0 29 NONE WE JUNE WAY W STOP SIGN N DRY REAR PRVTE W -E 000 00 N 4P 06 0 N DAY INJ SEMI TOW 01 DRVR NONE 47 M OR-Y 042 000 29 N 45 9 4.51 -122 49 35.68 016100100S00 OR>25 02 NONE 0 PRVTE W -E 006 00 CAR 01 DRVR INJC 42 F OR-Y 000 000 00 OR>25 05057 N N N N N N 12/16/2019 16 WOODBURN-ESTACADA H INTER 3-LEG N N CLR ANGL-OTH 01 NONE 0 TURN-L 010 02 CITY MO JUNE WAY CN STOP SIGN N DRY TURN PRVTE SW-W 000 00 N 9A 04 0 N DAY INJ CAR 01 DRVR NONE 21 F OR-Y 028 000 02 N 45 9 4.49 -122 49 35.68 016100100S00 OR<25 02 NONE 0 PRVTE W -E 000 010 00 CAR 01 DRVR INJC 50 F OR-Y 000 000 00 OR<25 02 NONE 0 PRVTE W -E 000 010 00 CAR 02 PSNG INJC 58 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 JUNE WAY and Intersectional Crashes at JUNE WAY, City of Woodburn, Marion County, ALL Crashes Severity, ALL Crashes Circumstance, 01/01/2018 to 12/31/2022 01/08/2025 CDS380 Page: 1 CITY OF WOODBURN, MARION COUNTY 1 - 2 of 2 Crash records shown. ---PAGE BREAK--- 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 JUNE WAY and Intersectional Crashes at JUNE WAY, City of Woodburn, Marion County, ALL Crashes Severity, ALL Crashes Circumstance, 01/01/2018 to 12/31/2022 01/08/2025 CDS380 Page: 2 CITY OF WOODBURN, MARION COUNTY ---PAGE BREAK--- Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX F: REPORTS – 2026 BACKGROUND ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis 1: OR 99E & Molalla Rd 01/03/2025 Baseline 10 Report 2026 BACK PM Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 184 421 317 298 368 68 296 494 140 188 842 219 Future Volume (vph) 184 421 317 298 368 68 296 494 140 188 842 219 Ideal Flow 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Total Lost time 4.5 5.5 5.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.97 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1599 1683 1408 1614 1656 3101 3197 1404 1599 3098 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1599 1683 1408 1614 1656 3101 3197 1404 1599 3098 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 196 448 337 317 391 72 315 526 149 200 896 233 RTOR Reduction (vph) 0 0 193 0 4 0 0 0 102 0 16 0 Lane Group Flow (vph) 196 448 144 317 459 0 315 526 47 200 1113 0 Confl. Peds. 2 2 2 2 3 3 Confl. Bikes 2 3 Heavy Vehicles 4% 4% 4% 3% 3% 3% 4% 4% 4% 4% 4% 4% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 6 Actuated Green, G 21.0 34.5 34.5 25.5 39.0 18.1 44.5 44.5 15.5 41.9 Effective Green, g 21.0 34.5 34.5 25.5 39.0 18.1 44.5 44.5 15.5 41.9 Actuated g/C Ratio 0.15 0.25 0.25 0.18 0.28 0.13 0.32 0.32 0.11 0.30 Clearance Time 4.5 5.5 5.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension 3.0 3.5 3.5 3.0 3.5 3.0 5.2 5.2 3.0 5.2 Lane Grp Cap (vph) 239 414 346 293 [PHONE REDACTED] 446 177 927 v/s Ratio Prot 0.12 c0.27 c0.20 c0.28 0.10 c0.16 c0.13 c0.36 v/s Ratio Perm 0.10 0.03 v/c Ratio 0.82 1.08 0.42 1.08 0.99 0.79 0.52 0.11 1.13 1.20 Uniform Delay, d1 57.7 52.8 44.3 57.2 50.4 59.1 39.0 33.7 62.2 49.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 19.7 68.1 1.0 76.1 40.4 9.9 1.9 0.5 106.9 100.7 Delay 77.3 120.8 45.3 133.4 90.8 68.9 40.9 34.2 169.1 149.7 Level of Service E F D F F E D C F F Approach Delay 86.2 108.1 48.8 152.6 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 102.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.10 Actuated Cycle Length 140.0 Sum of lost time 20.0 Intersection Capacity Utilization 101.3% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM 6th TWSC 2: Starbucks Driveway & Molalla Rd 01/03/2025 Baseline 10 Report 2026 BACK PM Page 1 Intersection Int Delay, s/veh 7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 503 242 41 550 147 138 Future Vol, veh/h 503 242 41 550 147 138 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 25 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 5 5 4 4 1 1 Mvmt Flow 519 249 42 567 152 142 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 769 0 1171 520 Stage 1 - - - - 520 - Stage 2 - - - - 651 - Critical Hdwy - - 4.14 - 6.41 6.21 Critical Hdwy Stg 1 - - - - 5.41 - Critical Hdwy Stg 2 - - - - 5.41 - Follow-up Hdwy - - 2.236 - 3.509 3.309 Pot Cap-1 Maneuver - - 836 - 214 558 Stage 1 - - - - 599 - Stage 2 - - - - 521 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 835 - 203 557 Mov Cap-2 Maneuver - - - - 203 - Stage 1 - - - - 598 - Stage 2 - - - - 495 - Approach EB WB NB HCM Control Delay, s 0 0.7 38.5 HCM LOS E Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 203 557 - - 835 - HCM Lane V/C Ratio 0.747 0.255 - - 0.051 - HCM Control Delay 61.7 13.7 - - 9.5 - HCM Lane LOS F B - - A - HCM 95th %tile Q(veh) 5 1 - - 0.2 - ---PAGE BREAK--- HCM 6th TWSC 5: June Way & Molalla Rd 01/03/2025 Baseline 10 Report 2026 BACK PM Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 567 60 8 567 12 31 1 2 1 1 15 Future Vol, veh/h 26 567 60 8 567 12 31 1 2 1 1 15 Conflicting Peds, #/hr 0 0 2 2 0 0 1 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 - - - 20 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 7 7 4 4 2 7 2 7 2 2 2 Mvmt Flow 28 616 65 9 616 13 34 1 2 1 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 629 0 0 683 0 0 1357 1354 651 1347 1380 624 Stage 1 - - - - - - 707 707 - 641 641 - Stage 2 - - - - - - 650 647 - 706 739 - Critical Hdwy 4.12 - - 4.14 - - 7.17 6.52 6.27 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.17 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.17 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.236 - - 3.563 4.018 3.363 3.518 4.018 3.318 Pot Cap-1 Maneuver 953 - - 901 - - 123 150 460 128 144 485 Stage 1 - - - - - - 418 438 - 463 469 - Stage 2 - - - - - - 450 467 - 427 424 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 953 - - 899 - - 113 141 459 121 136 485 Mov Cap-2 Maneuver - - - - - - 113 141 - 121 136 - Stage 1 - - - - - - 397 416 - 441 464 - Stage 2 - - - - - - 429 462 - 404 403 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 48.3 15.4 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 119 953 - - 899 - - 365 HCM Lane V/C Ratio 0.311 0.03 - - 0.01 - - 0.051 HCM Control Delay 48.3 8.9 0 - 9 - - 15.4 HCM Lane LOS E A A - A - - C HCM 95th %tile Q(veh) 1.2 0.1 - - 0 - - 0.2 ---PAGE BREAK--- HCM 6th TWSC 6: Cooley Rd & Molalla Rd 01/03/2025 Baseline 10 Report 2026 BACK PM Page 1 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 394 92 114 515 1 25 1 58 4 1 13 Future Vol, veh/h 7 394 92 114 515 1 25 1 58 4 1 13 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 20 - - 500 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 8 8 8 4 4 4 4 4 4 13 13 13 Mvmt Flow 8 458 107 133 599 1 29 1 67 5 1 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 600 0 0 565 0 0 1402 1394 512 1428 1447 600 Stage 1 - - - - - - 528 528 - 866 866 - Stage 2 - - - - - - 874 866 - 562 581 - Critical Hdwy 4.18 - - 4.14 - - 7.14 6.54 6.24 7.23 6.63 6.33 Critical Hdwy Stg 1 - - - - - - 6.14 5.54 - 6.23 5.63 - Critical Hdwy Stg 2 - - - - - - 6.14 5.54 - 6.23 5.63 - Follow-up Hdwy 2.272 - - 2.236 - - 3.536 4.036 3.336 3.617 4.117 3.417 Pot Cap-1 Maneuver 948 - - 997 - - 116 140 558 107 125 481 Stage 1 - - - - - - 530 524 - 333 356 - Stage 2 - - - - - - 342 368 - 493 482 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 948 - - 997 - - 99 120 558 83 108 481 Mov Cap-2 Maneuver - - - - - - 99 120 - 83 108 - Stage 1 - - - - - - 526 520 - 330 309 - Stage 2 - - - - - - 286 319 - 429 478 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.7 31.7 23.7 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 230 948 - - 997 - - 213 HCM Lane V/C Ratio 0.425 0.009 - - 0.133 - - 0.098 HCM Control Delay 31.7 8.8 - - 9.2 - - 23.7 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 2 0 - - 0.5 - - 0.3 ---PAGE BREAK--- Enloe Consulting, LLC January 2025 Woodburn Food Trucks TIA Appendix APPENDIX G: REPORTS – 2026 TOTAL ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis 1: OR 99E & Molalla Rd 01/08/2025 Baseline 10 Report 2026 Total PM Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 184 446 317 310 384 80 296 494 158 206 842 219 Future Volume (vph) 184 446 317 310 384 80 296 494 158 206 842 219 Ideal Flow 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Total Lost time 4.5 5.5 5.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.97 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1599 1683 1408 1614 1651 3101 3197 1404 1599 3098 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1599 1683 1408 1614 1651 3101 3197 1404 1599 3098 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 196 474 337 330 409 85 315 526 168 219 896 233 RTOR Reduction (vph) 0 0 191 0 5 0 0 0 115 0 16 0 Lane Group Flow (vph) 196 474 146 330 489 0 315 526 53 219 1113 0 Confl. Peds. 2 2 2 2 3 3 Confl. Bikes 2 3 Heavy Vehicles 4% 4% 4% 3% 3% 3% 4% 4% 4% 4% 4% 4% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 6 Actuated Green, G 21.0 34.5 34.5 25.5 39.0 18.1 44.5 44.5 15.5 41.9 Effective Green, g 21.0 34.5 34.5 25.5 39.0 18.1 44.5 44.5 15.5 41.9 Actuated g/C Ratio 0.15 0.25 0.25 0.18 0.28 0.13 0.32 0.32 0.11 0.30 Clearance Time 4.5 5.5 5.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension 3.0 3.5 3.5 3.0 3.5 3.0 5.2 5.2 3.0 5.2 Lane Grp Cap (vph) 239 414 346 293 [PHONE REDACTED] 446 177 927 v/s Ratio Prot 0.12 c0.28 c0.20 c0.30 0.10 c0.16 c0.14 c0.36 v/s Ratio Perm 0.10 0.04 v/c Ratio 0.82 1.14 0.42 1.13 1.07 0.79 0.52 0.12 1.24 1.20 Uniform Delay, d1 57.7 52.8 44.4 57.2 50.5 59.1 39.0 33.9 62.2 49.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 19.7 90.1 1.0 91.0 60.5 9.9 1.9 0.5 145.7 100.7 Delay 77.3 142.8 45.4 148.3 111.0 68.9 40.9 34.4 207.9 149.7 Level of Service E F D F F E D C F F Approach Delay 97.5 125.9 48.6 159.2 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 111.1 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.14 Actuated Cycle Length 140.0 Sum of lost time 20.0 Intersection Capacity Utilization 103.3% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM 6th TWSC 2: Starbucks Driveway & Molalla Rd 01/08/2025 Baseline 10 Report 2026 Total PM Page 1 Intersection Int Delay, s/veh 9.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 564 242 41 590 147 138 Future Vol, veh/h 564 242 41 590 147 138 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 25 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 5 5 4 4 1 1 Mvmt Flow 581 249 42 608 152 142 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 831 0 1274 582 Stage 1 - - - - 582 - Stage 2 - - - - 692 - Critical Hdwy - - 4.14 - 6.41 6.21 Critical Hdwy Stg 1 - - - - 5.41 - Critical Hdwy Stg 2 - - - - 5.41 - Follow-up Hdwy - - 2.236 - 3.509 3.309 Pot Cap-1 Maneuver - - 793 - 185 515 Stage 1 - - - - 561 - Stage 2 - - - - 499 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 792 - 175 515 Mov Cap-2 Maneuver - - - - 175 - Stage 1 - - - - 560 - Stage 2 - - - - 473 - Approach EB WB NB HCM Control Delay, s 0 0.6 53.4 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 175 515 - - 792 - HCM Lane V/C Ratio 0.866 0.276 - - 0.053 - HCM Control Delay 89.9 14.6 - - 9.8 - HCM Lane LOS F B - - A - HCM 95th %tile Q(veh) 6.2 1.1 - - 0.2 - ---PAGE BREAK--- HCM 6th TWSC 3: West Driveway & Molalla Rd 01/08/2025 Baseline 10 Report 2026 Total PM Page 1 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 658 43 1 600 32 1 Future Vol, veh/h 658 43 1 600 32 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 715 47 1 652 35 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 762 0 1393 739 Stage 1 - - - - 739 - Stage 2 - - - - 654 - 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 - - 850 - 156 417 Stage 1 - - - - 472 - Stage 2 - - - - 517 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 850 - 156 417 Mov Cap-2 Maneuver - - - - 156 - Stage 1 - - - - 472 - Stage 2 - - - - 516 - Approach EB WB NB HCM Control Delay, s 0 0 34.1 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 159 - - 850 - HCM Lane V/C Ratio 0.226 - - 0.001 - HCM Control Delay 34.1 - - 9.2 0 HCM Lane LOS D - - A A HCM 95th %tile Q(veh) 0.8 - - 0 - ---PAGE BREAK--- HCM 6th TWSC 4: East Driveway & Molalla Rd 01/08/2025 Baseline 10 Report 2026 Total PM Page 1 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 640 18 10 592 8 7 Future Vol, veh/h 640 18 10 592 8 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 696 20 11 643 9 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 716 0 1371 706 Stage 1 - - - - 706 - Stage 2 - - - - 665 - 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 - - 885 - 161 436 Stage 1 - - - - 489 - Stage 2 - - - - 511 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 885 - 158 436 Mov Cap-2 Maneuver - - - - 158 - Stage 1 - - - - 489 - Stage 2 - - - - 501 - Approach EB WB NB HCM Control Delay, s 0 0.2 22.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 225 - - 885 - HCM Lane V/C Ratio 0.072 - - 0.012 - HCM Control Delay 22.2 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - ---PAGE BREAK--- HCM 6th TWSC 5: June Way & Molalla Rd 01/08/2025 Baseline 10 Report 2026 Total PM Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 572 62 8 575 12 33 1 2 1 1 15 Future Vol, veh/h 26 572 62 8 575 12 33 1 2 1 1 15 Conflicting Peds, #/hr 0 0 2 2 0 0 1 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 - - - 20 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 7 7 4 4 2 7 2 7 2 2 2 Mvmt Flow 28 622 67 9 625 13 36 1 2 1 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 638 0 0 691 0 0 1373 1370 658 1363 1397 633 Stage 1 - - - - - - 714 714 - 650 650 - Stage 2 - - - - - - 659 656 - 713 747 - Critical Hdwy 4.12 - - 4.14 - - 7.17 6.52 6.27 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.17 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.17 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.236 - - 3.563 4.018 3.363 3.518 4.018 3.318 Pot Cap-1 Maneuver 946 - - 895 - - 120 146 456 125 141 480 Stage 1 - - - - - - 414 435 - 458 465 - Stage 2 - - - - - - 445 462 - 423 420 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 946 - - 893 - - 110 137 455 118 133 480 Mov Cap-2 Maneuver - - - - - - 110 137 - 118 133 - Stage 1 - - - - - - 393 413 - 436 460 - Stage 2 - - - - - - 424 457 - 399 399 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 51.7 15.5 HCM LOS F C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 115 946 - - 893 - - 360 HCM Lane V/C Ratio 0.34 0.03 - - 0.01 - - 0.051 HCM Control Delay 51.7 8.9 0 - 9.1 - - 15.5 HCM Lane LOS F A A - A - - C HCM 95th %tile Q(veh) 1.4 0.1 - - 0 - - 0.2 ---PAGE BREAK--- HCM 6th TWSC 6: Cooley Rd & Molalla Rd 01/08/2025 Baseline 10 Report 2026 Total PM Page 1 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 397 94 114 520 1 28 1 58 4 1 13 Future Vol, veh/h 7 397 94 114 520 1 28 1 58 4 1 13 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 20 - - 500 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 8 8 8 4 4 4 4 4 4 13 13 13 Mvmt Flow 8 462 109 133 605 1 33 1 67 5 1 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 606 0 0 571 0 0 1413 1405 517 1439 1459 606 Stage 1 - - - - - - 533 533 - 872 872 - Stage 2 - - - - - - 880 872 - 567 587 - Critical Hdwy 4.18 - - 4.14 - - 7.14 6.54 6.24 7.23 6.63 6.33 Critical Hdwy Stg 1 - - - - - - 6.14 5.54 - 6.23 5.63 - Critical Hdwy Stg 2 - - - - - - 6.14 5.54 - 6.23 5.63 - Follow-up Hdwy 2.272 - - 2.236 - - 3.536 4.036 3.336 3.617 4.117 3.417 Pot Cap-1 Maneuver 943 - - 992 - - 114 138 554 105 122 477 Stage 1 - - - - - - 527 522 - 330 353 - Stage 2 - - - - - - 339 365 - 489 479 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 943 - - 992 - - 98 119 554 82 105 477 Mov Cap-2 Maneuver - - - - - - 98 119 - 82 105 - Stage 1 - - - - - - 523 518 - 327 306 - Stage 2 - - - - - - 283 316 - 425 475 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.6 35.1 24 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 218 943 - - 992 - - 210 HCM Lane V/C Ratio 0.464 0.009 - - 0.134 - - 0.1 HCM Control Delay 35.1 8.9 - - 9.2 - - 24 HCM Lane LOS E A - - A - - C HCM 95th %tile Q(veh) 2.3 0 - - 0.5 - - 0.3