Driver Behavior at Rail-Highway Crossings

Author:

Abraham John1,Datta Tapan K.2,Datta Sue3

Affiliation:

1. City of Troy, 500 West Big Beaver Road, Troy, MI 48084

2. Department of Civil and Environmental Engineering, Wayne State University, 5050 Anthony Wayne Drive, Detroit, MI 48202

3. Goodell-Grivas, Inc., 29200 Vassar Avenue, Suite #735, Livonia, MI 48152

Abstract

A study of driver behavior at 37 rail-highway crossings in Michigan revealed the possible association between past crash histories and violations. Data collection included recording license plate numbers for violating vehicles, driver gender, approximate age of the driver, and the vehicle make and model. Driver violations were categorized into five different levels of severity ranging from routine to critical. The 37 study sites were subdivided into four groups based on crossing geometry and traffic control. The number of sites in the groups ranged from 5 to 18. Seven years of crash data on the study sites were considered for significance testing. Observed violation data for the same groups were calculated, and tests for statistical significance were performed on them. The results of this study indicated promise for the use of the violation data in determining the relative hazardousness of rail-highway crossings in combination with crash histories. The violation data may also be used to develop countermeasures that would help alleviate violations and eventually traffic crash problems at rail-highway crossing sites. Targeted enforcement as well should assist in driver behavioral modifications. Additionally, the timely arrival of trains after the warning devices are triggered is an essential element that motorists assess when considering taking risks.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference12 articles.

1. PeabodyL. E., and DimmickT. B. Accident Hazards at Grade Crossings. Public Roads, Vol. 22, No. 6, August 1941, pp. 123–130.

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