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First published online January 1, 2015

Light Rail Crossing Safety Performance Functions

Abstract

This paper presents the development of safety performance functions (SPFs) for light rail crossings or roadways. The paper also develops an empirical Bayes method for adjusting the initial crash estimates from the SPF to account for the actual crash experiences at light rail crossings. The validity of the light rail crossing SPFs is compared with that of the U.S. Department of Transportation (DOT) crash prediction models. It is found that SPFs specific to light rail crossings provide improvements to crash estimates that are statistically significant compared with that of the U.S. DOT crash prediction models.

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References

1. Fischhaber P. M., and Janson B. N. Preliminary Analysis of Light Rail Crashes in Denver, Colorado: Implications for Crash Prediction and Hazard Index Models Based on Railroads. In Transportation Research Record: Journal of the Transportation Research Board, No. 2275, Transportation Research Board of the National Academies, Washington, D.C., 2012, pp. 12–21.
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Article first published online: January 1, 2015
Issue published: January 2015

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© 2015 National Academy of Sciences.
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Authors

Affiliations

Pamela M. Fischhaber
Colorado Public Utilities Commission, Suite 250, 1560 Broadway, Denver, CO 80202.
Bruce N. Janson
Department of Civil Engineering, University of Colorado, Denver, Campus Box 113, P.O. Box 173364, Denver, CO 80217-3364.

Notes

The Standing Committee on Highway–Rail Grade Crossings peer-reviewed this paper.

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