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contributor authorShou-Ren Hu
contributor authorChin-Shang Li
contributor authorChi-Kang Lee
date accessioned2017-05-08T22:01:53Z
date available2017-05-08T22:01:53Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29te%2E1943-5436%2E0000287.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69245
description abstractA railroad grade crossing (RGC) is a spatial location where rail and highway users share the right-of-way. A significant number of traffic crashes and severe consequences at RGCs have signaled the need for appropriate models to investigate the key factors associated with the casualty risk level at an RGC in terms of the number of fatalities or injuries caused by one or more crashes in a specific time period. This study used a zero-inflated Poisson regression model to describe the relationship between the extra-zero count fatality or injury data and explanatory variables collected at 592 RGCs in Taiwan. The annual averaged daily traffic and the presence of Guidance Sign 31 were significantly associated with the probability of no fatality or injury encountered at an RGC; if an RGC was at risk of a fatality or injury, the number of daily trains, crossing angle, and Guidance Sign 31 significantly influenced the expected total number of fatalities or injuries caused by traffic crashes. The empirical results indicated that traffic exposure and traffic signage have significant effects on the risk levels of casualties at an RGC.
publisherAmerican Society of Civil Engineers
titleAssessing Casualty Risk of Railroad-Grade Crossing Crashes Using Zero-Inflated Poisson Models
typeJournal Paper
journal volume137
journal issue8
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000243
treeJournal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 008
contenttypeFulltext


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