Traffic Signals at Bike Boulevards
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1 Traffic Signals at Bike Boulevards A Review of Eight Locations in Seattle Presented at ITE Western District Annual Meeting July 13 th, 2016
2 Introduction What? Analysis of eight intersections before and after signal installation or modifications (six more than the prior case study) All intersections were along a bike boulevard Review of potential crossing treatments Why? To determine whether the 2012 Case Study findings were consistent to other sites.
3 Site Locations Fremont Ave N & N 105 th St Fremont Ave N & N 80 th St 15 th Ave NW & NW 58 th St 12 th Ave NE & NE 50 th St 17 th Ave NW & NW Market St Dock St & Leary Way Holgate & Beacon Ave S 15 th Ave SW & SW Holden St
4 Standard Signals with Turn Restrictions Fremont Ave N & N 80 th St Fremont Ave N & N 105 th St 12 th Ave NE & NE 50 th St
5 Enhanced Pedestrian Half Signals Dock St & Leary Way 15 th Ave SW & SW Holden St
6 Existing Traffic Signal with Modifications NW 58 th St & 15 th Ave NW Floating curb bulb on one side
7 Existing Traffic Signal with Modifications NW 58 th St & 15 th Ave NW Floating curb bulb on one side S Hanford St & Beacon Ave S New median island & turn restrictions
8 Existing Traffic Signal with Modifications NW 58 th St & 15 th Ave NW Floating curb bulb on one side S Hanford St & Beacon Ave S New median island & turn restrictions 17 th Ave NW & NW Market St New turn restrictions
9 Crossing Treatment Analysis 2009 MUTCD Warrant Analysis Pedestrian Hybrid Warrant Analysis NCHRP Report 562/TCRP Report 112
10 Before Crossing Treatment Analysis Intersection 2009 Signal Warrants Pedestrian Hybrid Beacon NCHRP 562 Fremont & 80 th St Not Met Not Met No Treatment Fremont & 105 th St Not Met Met Red 12 th Ave & 50 th St Not Met Met Red 15 th Ave & Holden St Not Met Not Met No Treatment Dock St & Leary Way Not Met Met Red 58 th St & 15 th Ave Met Met Red 17 th Ave & Market St Met Met Red Hanford St & Beacon Ave Met* Met Red
11 Volume Changes New Signal Intersection Bicyclists Pedestrians Motor Vehicles Before After Before After Before After Fremont Ave N & N 80 th St N/A Fremont Ave N & N 105 th St th Ave NE & NE 50 th St NW Dock St & NW Leary Way th Ave SW & SW Holden St Change 139% Increase 236% Increase 5.7% Increase
12 New Riders or Just Rerouted Existing Ones?» 15 th Ave SW & SW Holden St New Signal 16 th Ave SW & SW Holden St Before After 13 5 Existing Signal 15th Ave SW & SW Holden St Before After 1 0
13 New Riders or Just Rerouted Existing Ones?» 12 th Ave NE & NE 50 th St New Signal Roosevelt/11 th Ave NE & NE 50 th St Before After Before 12th Ave NE & NE 50th St After 9 19 Existing Signals
14 Volume Changes Modified Signal Intersection Bicyclists Pedestrians Motor Vehicles Before After Before After Before After NW 58 th St & 15 th Ave NW th Ave NW & NW Market St S Hanford St & Beacon Ave S Change 255% Increase 9.2% Decrease 29% Decrease
15 Collision Analysis - Rates Intersection 3-year Before Collision Rate 1-year After Collision Rate 3-year (ish) After Collision Rate Fremont Ave N & N 80 th St Fremont Ave N & N 105 th St th Ave NE & NE 50 th St N/A NW 58 th St & 15 th Ave NW S Hanford St & Beacon Ave S *Rate in Million Entering Vehicles
16 Collision Analysis - Severity Intersection 3-year Before Severity Index 1-year After Severity Index 3-year (ish) After Severity Index Fremont Ave N & N 80 th St 1.75 N/A 1.00 Fremont Ave N & N 105 th St th Ave NE& NE 50 th St N/A NW 58 th St & 15 th Ave NW 1.50 N/A 1.33 S Hanford St & Beacon Ave S Severity Index = 5.8*(# of fatal crashes) + 2*(# of crashes involving injury) + (# of PDO crashes) Total Number of Crashes
17 Operational Issue: Thru Traffic Intersection Thru Traffic Percentage Fremont & 80 th St 9.3% / 15.4% Fremont & 105 th St 20.8% / 24.3% 12 th Ave & 50 th St 2.8% / 4.3% 15 th Ave & Holden St 0.0% / 0.0% Dock St & Leary Way 40.9% / 8.3% 58 th St & 15 th Ave 0.0% / 38.2% 17 th Ave & Market St 22.8% / 20.5% Hanford St & Beacon Ave 8.3% / 11.5%
18 Conclusions Bike and pedestrian volumes increased while motor vehicle volumes remained relatively constant Collision rates decreased at all locations following signal installation Collision rates remained constant at locations with existing signals after modifications Severity of collisions at both signals decreased following the signal installation
19 What s Next?» More sites are being reviewed Tucson, Arizona Long Beach, California Portland, Oregon» Do you know of a site? Please let me know!
20 Thank you for your time Questions? Contact Information Mike Hendrix, PE, PTOE
21 Operational Issue: Violations» Fremont Ave N & N 105th St 27 of 232 (11.6%) bicyclists went directly for pedestrian push button.» Fremont Ave N & N 80th St Roughly same proportion
22 Case Study»Unwarranted signals are BAD» They: Increase collisions Increase red-light running Increase delay Increase noise and air pollution Lead to increased maintenance costs Lead to a potential increase in cut-through traffic
23 Case Study 2011 Pinellas County Study: 273% annual increase in collisions 2008 Kentucky Study: 28.3% increase in collisions 221.7% increase in rear-end collisions 1989 New York City Study: 65% increase in collisions 1979 Purdue University Study: 3,200 to 4,200 vehicle hours of delay
24 Site 1 Fremont Avenue N & N 80 th Street Fremont Ave N 25 wide residential street N 80 th St 1 lane each direction with on-street parking on north side 15,500 vpd (N 80 th St) 700 vpd (Fremont Ave N) Signal turn-on 11/16/2007
25 Site 2 - Fremont Avenue N & N 105th Street Fremont Ave N 25 wide residential street N 105th St 2 lanes each direction with no on-street parking 23,000 vpd (N 105th St) 900 vpd (Fremont Ave N) Signal Turn on 10/7/2010
26 Operational Issue: Violations» Fremont Ave N & N 105th St 27 of 232 (11.6%) bicyclists went directly for pedestrian push button.» Fremont Ave N & N 80th St Roughly same proportion
27 Delay Intersection Pedestrian Delay (seconds) Motor Vehicle Side Street Delay (seconds) Bikes as Motor Vehicles Side Street Delay (seconds) NB SB NB SB Bikes as Pedestrians Side Street Delay (seconds) Fremont Ave N & N 80 th St Not Available 52.2 Fremont Ave N & N 105 th St 5,
28 Site 2 - Fremont Avenue N & N 105th Street Span Wire Sign Pavement Marking
29 Pre-Signal Conditions
30 Fremont & N 80th St - Before Collision History 3 Years Before Correctable Crashes 11 Non-Correctable Crashes 2 Crash Rate (Crashes per MEV) Severity Index 1.77
31 Before Collison History 3 Years Before Correctable Crashes 11 Non-Correctable Crashes 2 Crash Rate (Crashes per MEV) Severity Index 1.77
32 Post-Signal Conditions
33 Fremont Ave N & N 80th St - After Collision History 3 Years Before 3 Years After Correctable Crashes 11 0 Non-Correctable Crashes 2 3 Crash Rate (Crashes per MEV) Severity Index
34 Fremont Ave N & N 105th St - After Collision History 3 Years Before 1 Year After Correctable Crashes 3 0 Non-Correctable Crashes 5 1 Crash Rate (Crashes per MEV) Severity Index
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