Transportation Safety Technical Report Oregon Department of Transportation. Appendix C. Detailed Study Intersection Crash Evaluation
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1 Transportation Safety Technical Report Oregon Department of Transportation Appendix C. Detailed Study Intersection Crash Evaluation
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3 Transportation Safety Technical Report Oregon Department of Transportation Figure descriptions for the images in this appendix have been provided as alternative text usable by accessibility software. If needed, additional figure interpretation for this appendix is available from the ODOT Senior Environmental Project Manager at (503)
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5 Transportation Safety Technical Report Oregon Department of Transportation The following provides a summary of crash conditions at each of the study intersections. N Benton Avenue/N Broadway There are medians on the east and west legs of the road, separating the vehicles traveling the opposite direction. At this location, there were two bike-related crashes and one pedestrian crash. Table C-1 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 17 Crash Rate (crashes/million entering vehicles [mev]): 1.49 Annual Average Daily Traffic (AADT): 12,475 vehicles per day January 8, 2019 C-1
6 Table C-1: N Benton/N Broadway Existing Condition Summary Injury type B 3 Injury type C 7 Property Damage Only 7 Total Total 17 AM off peak 0 AM peak (7-9AM) 1 Mid day off peak 5 PM peak (4-6PM) 7 PM off peak 4 Total 17 Angle 6 Rear -end 6 Sideswipe-overtaking 1 Turning Movement 2 Fixed-Object or Other-Object 1 Pedestrian 1 Total 17 Bicycle 2 C-2 January 8, 2019
7 Transportation Safety Technical Report Oregon Department of Transportation N Larrabee Avenue/N Broadway This is the first intersection east of the Broadway Bridge. There are medians on the east and west legs of the road, separating the vehicles traveling in opposing directions. At this location, there were four bicycle related crashes. Table C-2 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 19 Fatal/Serious Injury Crashes: There were three injury Type A crashes. Crash Rate (crashes/mev): 0.79 AADT: 26,400 vehicles per day Table C-2: N Larrabee/N Broadway Existing Condition Summary Injury type A 3 Injury type B 4 Injury type C 6 Property Damage Only 6 Total Total 19 AM off peak 2 AM peak (7-9AM) 1 Mid day off peak 7 PM peak (4-6PM) 5 PM off peak 4 Total 19 Angle 3 Rear -end 10 Sideswipe-overtaking 2 Turning Movement 2 Fixed-Object or Other-Object 2 Total 19 Bicycle 4 January 8, 2019 C-3
8 N Vancouver Avenue/N Broadway N Vancouver/N Broadway is a five-legged intersection. The northwest leg of this intersection is the off-ramp from southbound I-5. In addition, there is a bus-only lane southbound on Vancouver. Table C-3 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 19 Crash Rate (crashes/mev): 1.35 AADT: 15,400 vehicles per day Table C-3: N Vancouver/N Broadway Existing Condition Summary Injury type B 0 Injury type C 5 Property Damage Only 14 Total Total 19 AM off peak 0 AM peak (7-9AM) 0 Mid day off peak 13 PM peak (4-6PM) 0 PM off peak 6 Total 19 Angle 0 Rear -end 4 Sideswipe-overtaking 9 Turning Movement 6 Total 19 Bicycle 0 C-4 January 8, 2019
9 Transportation Safety Technical Report Oregon Department of Transportation N Vancouver Avenue/NE Weidler Street This intersection had the third highest total number of crashes and fourth highest combined final ranking (Table C-4). There was one pedestrian-related crash during the study period. Table C-4 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 32 Fatal/Serious Injury Crashes: There was one injury type A crash. Crash Rate (crashes/mev): 1.45 AADT: 24,250 vehicles per day Table C-4: N Vancouver/N Weidler Existing Condition Summary Injury type A 1 Injury type B 2 Injury type C 5 Property Damage Only 24 Total Total 32 AM off peak 4 AM peak (7-9AM) 1 Mid day off peak 17 PM peak (4-6PM) 5 PM off peak 5 Total 32 Angle 9 Rear -end 6 Sideswipe-overtaking 1 Turning Movement 15 Pedestrian 1 Total 32 Bicycle 0 January 8, 2019 C-5
10 N Williams Avenue/N Broadway This intersection connects to the Broadway northbound I-5 on-ramp. There was one bicycle-related crash at this intersection during the study period. Table C-5 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 30 Crash Rate (crashes/mev): 1.37 AADT: 24,050 vehicles per day Table C-5: N Williams/N Broadway Existing Condition Summary Injury type B 1 Injury type C 8 Property Damage Only 21 Total Total 30 AM off peak 3 AM peak (7-9AM) 1 Mid day off peak 13 PM peak (4-6PM) 7 PM off peak 6 Total 30 Angle 3 Rear -end 6 Sideswipe-overtaking 4 Turning Movement 17 Total 30 Bicycle 1 C-6 January 8, 2019
11 Transportation Safety Technical Report Oregon Department of Transportation N Williams Avenue/NE Weidler Street This intersection had third highest number of crashes. Table C-6 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 34 Crash Rate (crashes/mev): 2.59 o This intersection has the highest crash rate out of all the segments, but the crash rate did not exceed the statewide crash rate, 3.07 crashes/mev. AADT: 24,250 vehicles per day Table C-6: N Williams/N Weidler Existing Condition Summary Injury type B 1 Injury type C 6 Property Damage Only 27 Total Total 34 AM off peak 4 AM peak (7-9AM) 2 Mid day off peak 18 PM peak (4-6PM) 3 PM off peak 7 Total 34 Angle 6 Rear -end 4 Sideswipe-overtaking 6 Turning Movement 18 Total 34 Bicycle 0 January 8, 2019 C-7
12 N Williams Avenue/N Hancock Street This intersection is a relatively lower volume, stop-controlled intersection. Of the two crashes that occurred at this intersection over the 5 years, one was a bike-related crash. Table C-7 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 2 Crash Rate (crashes/mev): 0.39 AADT: 5,575 vehicles per day Table C-7: N Williams/N Hancock Existing Condition Summary Injury type B 0 Injury type C 0 Property Damage Only 2 Total Total 2 AM off peak 0 AM peak (7-9AM) 0 Mid day off peak 0 PM peak (4-6PM) 2 PM off peak 0 Total 2 Angle 2 Rear -end 0 Sideswipe-overtaking 0 Turning Movement 0 Total 2 Bicycle 0 C-8 January 8, 2019
13 Transportation Safety Technical Report Oregon Department of Transportation N Flint Avenue/N Hancock Street (Existing Only) N Flint/N Hancock is a three-legged, stop-controlled intersection. There was one crash during the study period at this intersection, which included a bicycle. Table C-8 presents the crash summary. Total Crashes: 1 Crash Rate (crashes/mev): 0.35 AADT: 3,150 vehicles per day Table C-8: N Hancock/N Flint Existing Condition Summary Injury type B 1 Injury type C 0 Property Damage Only 0 Total Total 1 AM off peak 0 AM peak (7-9AM) 0 Mid day off peak 1 PM peak (4-6PM) 0 PM off peak 0 Total 1 Angle 0 Rear -end 0 Sideswipe-overtaking 0 Turning Movement 1 Total 1 Bicycle 1 January 8, 2019 C-9
14 NE 2nd Avenue/NE Broadway Of the 12 crashes that occurred at the intersection of NE 2nd Avenue/NE Broadway, two involved bicyclists. Table C-9 presents the crash summary: Total Crashes: 12 Crash Rate (crashes/mev): 0.76 AADT: 17,350 vehicles per day Table C-9: NE 2nd/NE Broadway Existing Condition Summary Injury type B 0 Injury type C 5 Property Damage Only 7 Total Total 12 AM off peak 0 AM peak (7-9AM) 0 Mid day off peak 8 PM peak (4-6PM) 0 PM off peak 3 Unknown 1 Total 12 Angle 2 Rear -end 0 Sideswipe-overtaking 1 Turning Movement 8 Parking Maneuver 1 Total 12 Bicycle 2 C-10 January 8, 2019
15 Transportation Safety Technical Report Oregon Department of Transportation NE 2nd Avenue/NE Weidler Street Table C-10 presents crash trends by severity, year, time of day, collision type, and mode for the intersection of NE 2nd Avenue/NE Weidler Street. In summary at this intersection: Total Crashes: 22 Crash Rate (crashes/mev): 1.31 AADT: 18,425 vehicles per day Table C-10: NE 2nd/NE Weidler Existing Condition Summary Injury type B 3 Injury type C 7 Property Damage Only 12 Total Total 22 AM off peak 2 AM peak (7-9AM) 1 Mid day off peak 12 PM peak (4-6PM) 3 PM off peak 3 Unknown 1 Total 22 Angle 5 Rear -end 2 Sideswipe-overtaking 5 Turning Movement 10 Total 22 Bicycle 0 January 8, 2019 C-11
16 NE Victoria Avenue/NE Broadway The intersection of NE Victoria/NE Broadway had the highest number of crashes in the study period. Of the 43 crashes in the study period, 7 were bicycle related. Table C-11 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 43 Crash Rate (crashes/mev): 2.17 AADT: 21,675 vehicles per day Table C-11: NE Victoria/NE Broadway Existing Condition Summary Injury type B 6 Injury type C 8 Property Damage Only 29 Total Total 43 AM off peak 4 AM peak (7-9AM) 5 Mid day off peak 24 PM peak (4-6PM) 1 PM off peak 9 Total 43 Angle 8 Rear -end 11 Sideswipe-overtaking 3 Turning Movement 20 Backing 1 Total 43 Bicycle 7 C-12 January 8, 2019
17 Transportation Safety Technical Report Oregon Department of Transportation NE Victoria Avenue/NE Weidler Street This intersection had the second highest number of crashes within the API over the 5-year study period. Of the 35 crashes that occurred, one was bicycle related. Table C-12 presents crash trends by severity, year, time of day, collision type, and mode. In summary at this intersection: Total Crashes: 35 Crash Rate (crashes/mev): 1.68 AADT: 22,800 vehicles per day Table C-12: NE Victoria/NE Weidler Existing Condition Summary Injury type B 0 Injury type C 7 Property Damage Only 28 Total Total 35 AM off peak 2 AM peak (7-9AM) 1 Mid day off peak 19 PM peak (4-6PM) 5 PM off peak 7 Unknown 1 Total 35 Angle 15 Rear -end 2 Sideswipe-overtaking 3 Turning Movement 15 Total 35 Bicycle 1 January 8, 2019 C-13
18 N Wheeler Avenue/N Ramsay Way Table C-13 presents crash trends by severity, year, time of day, collision type, and mode. In summary on this intersection: Total Crashes: 2 Crash Rate (crashes/mev): 0.17 AADT: 12,575 vehicles per day Table C-13: N Wheeler Ave/N Ramsay Way Street Existing Condition Summary Injury type B 0 Injury type C 1 Property Damage Only 1 Total Total 2 AM off peak 0 AM peak (7-9AM) 0 Mid day off peak 0 PM peak (4-6PM) 1 PM off peak 1 Total 2 Angle 0 Rear -end 1 Sideswipe-overtaking 1 Turning Movement 0 Total 2 Bicycle 0 C-14 January 8, 2019
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