Dissecting the Safety Benefits of Protected Intersection Design Features
Protected intersections are an integral component of Complete Streets and are used to facilitate safe crossings for bicyclists and pedestrians at intersections. Their placement is ideal after segments with protected bike lanes where drivers might not be aware of bicyclists’ presence. Protected intersections have the ability to increase drivers’ awareness by increasing bicyclist visibility. While frequently implemented elsewhere, protected intersections are a relatively new bicycle treatment for North America. As such, there is a need to understand how its design elements contribute to safe interactions between drivers and bicyclists at an intersection. This study used a driving simulation environment to test the effectiveness of different design elements of protected intersections, such as bicycle crossing pavement markings and intersection radii, on the speed and attentiveness of drivers. Participants drove 12 scenarios where the roadway environment consisted of segments leading to protected intersections. Each scenario had two intersections where the drivers were guided to make a right and a left turn, respectively. Moreover, each scenario exposed drivers to different protected intersection designs, i.e., turning radii and pavement marking levels, and assessed their speed as they were completing turns while interacting with bicyclists or not. Participant demographics as well as driving and bicycling history were obtained through a questionnaire. Participants’ speed and position were recorded through the simulator. The analysis determined which combination of independent variables (i.e., pavement markings, turning radii of the protected intersection, and demographics) contributes to safe interactions between bicyclists and automobiles in a protected intersection. In particular, intersection approaching, turning, and exiting speeds were analyzed across the different scenarios and participant demographics. The results indicate that the presence of a bicyclist crossing a protected intersection significantly reduces speeds for drivers performing a right turn through that intersection. Larger intersection radii were found to reduce turning speeds as they are accompanied by larger corner islands and bigger curb extensions. Bicycle crossing pavement markings influenced only approaching speeds prior to the actual turn as that is when they were the most visible. Demographics (i.e., age and gender) and bicycling history were also observed to be affecting turning speeds, indicating that design elements alone cannot determine the safety effectiveness of a protected intersection.
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Supplemental Notes:
- This document was sponsored by the U.S. Department of Transportation, University Transportation Centers Program. Supporting datasets available at: https://doi.org/10.7910/DVN/4CNELH; https://rosap.ntl.bts.gov/view/dot/53596
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Corporate Authors:
University of Massachusetts, Amherst
Department of Civil and Environmental Engineering
130 Natural Resources Road
Amherst, MA United States 01003Safety Research Using Simulation University Transportation Center (SaferSim)
University of Iowa
Iowa City, IA United States 52242Office of the Assistant Secretary for Research and Technology
University Transportation Centers Program
Department of Transportation
Washington, DC United States 20590 -
Authors:
- Christofa, Eleni
- 0000-0002-8740-5558
- Knodler Jr, Michael
- 0000-0002-6517-4066
- Deliali, Aikaterini
- 0000-0001-7950-3185
- Campbell, Nicholas
- 0000-0001-7076-6835
- Publication Date: 2019-6
Language
- English
Media Info
- Media Type: Digital/other
- Features: Appendices; Figures; References; Tables;
- Pagination: 37p
Subject/Index Terms
- TRT Terms: Demographics; Design; Driving simulators; Intersections; Pedestrian safety; Road markings; Turning radius
- Uncontrolled Terms: Bicycle safety
- Subject Areas: Design; Highways; Pedestrians and Bicyclists; Safety and Human Factors;
Filing Info
- Accession Number: 01714363
- Record Type: Publication
- Contract Numbers: Grant No: 69A3551747131
- Files: UTC, NTL, TRIS, ATRI, USDOT
- Created Date: Aug 21 2019 9:13PM