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Nighttime effectiveness of the pedestrian hybrid beacon,rectangular rapid flashing beacon,and LED-embedded crossing sign
Institution:1. Road Safety Research Collaboration, Australia;2. School of Law and Society, University of the Sunshine Coast, Sippy Downs, Queensland 4556, Australia;1. Shaanxi Key Laboratory of Behavior and Cognitive Neuroscience, School of Psychology, Shaanxi Normal University, China;2. Department of Systems and Industrial Engineering, University of Arizona, United States;1. Qatar University – Qatar Transportation and Traffic Safety Center, College of Engineering, PO Box 2713, Doha, Qatar;2. UHasselt, Faculty of Engineering Technology, Agoralaan, 3590 Diepenbeek, Belgium;3. UHasselt, Transportation Research Institute (IMOB), Agoralaan, 3590 Diepenbeek, Belgium;4. Utah Valley University, Department of Engineering, 800 W University Pkwy, Orem, UT, USA;1. Texas A&M Transportation Institute, 1111 RELLIS Parkway, Bryan, TX 77807, United States;2. Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843, United States;3. Department of Computer Science, University of Texas at San Antonio, One UTSA Circle, San Antonio, TX 78249-0667, United States;4. Biomedical Sciences, Texas A&M University, 660 Raymond Stotzer Pkwy, College Station, TX 77843, United States
Abstract:Introduction: A large majority of pedestrian fatal crashes occurred during the nighttime. The focus of this research was to identify if the following pedestrian crossing treatments were more or less effective at night: pedestrian hybrid beacon (PHB), rectangular rapid flashing beacon (RRFB), or LED-embedded crossing warning sign (LED-Em). Method: For each treatment, two statistical evaluations were used on the staged pedestrian data: ANCOVA models that considered per site mean yield rates and logistic regression that considered the individual driver response to the crossing pedestrian. Results: For the PHB, essentially no difference was found between the very high daytime and nighttime driver yielding values. The research found RRFBs to be more effective at night, and the LED-Em to be more effective during the day. Using the results from the logistic regression evaluation, higher driver yielding was observed at LED-Em sites in the lower speed limit group (30 or 35 mph (48.3 or 56.3 kph), with 2 lanes (rather than 4 lanes), with narrow lanes of 10.5 or 11 ft (3.2 or 3.4 m) widths (rather than 11.5 or 12 ft (3.5 or 3.7 m) widths), and lower hourly volumes. The results from the ANCOVA model for LED-Ems also showed a statistically significant difference for yield lines (higher yielding when present). Conclusions: This analysis represents the only known study to date on the effectiveness of pedestrian crossing treatments at night. Practical Applications: This study provides additional support for the PHB as a treatment because the PHB was found to be highly effective during the nighttime as well as the daytime. The value of using advance yield lines was also demonstrated. The findings offer a caution regarding the use of the LED-Em treatment on higher speed, higher volume, or wider roads.
Keywords:Pedestrian crossings  Driver yielding  Uncontrolled pedestrian crosswalk  Pedestrian traffic control devices
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