Technical Papers
Mar 4, 2015

Analysis of Crash Risks by Collision Type at Freeway Diverge Area Using Multivariate Modeling Technique

Publication: Journal of Transportation Engineering
Volume 141, Issue 6

Abstract

Crashes present different collision types at freeway diverge areas. The research reported in this paper applies the multivariate modeling technique to evaluate the crash risks by collision type. Three years crash data are obtained from 282 freeway exit ramps. Three types of crashes are considered [i.e., (1) rear-end, (2) sideswipe, and (3) angle collisions]. A multivariate Poisson-lognormal (MVPLN) model is estimated to jointly evaluate the impacts of explanatory variables on different collision risks. For comparison purpose, univariate negative binomial (NB) models are also estimated based on the same dataset. The results show that the MVPLN model successfully captures the correlation of latent effects among the crash counts of different collision types. Thus, the MNPLN model estimates the impacts of variables more accurately than the NB model. The MVPLN model is found outperform the NB models in predicting the crash count of each collision type. Findings of this paper can help better understand how variables affect the risks of different collisions and propose accurate crash prediction models at freeway diverge areas.

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Acknowledgments

The research reported in this paper is supported by the National Key Basic Research Program (NKBRP) of China (No. 2012CB725402), the National High-Tech Research and Development Program of China (863 Program, No. 2012AA112304), and the National Natural Science Foundation of China (Nos. 51009028 and 51008074). The anonymous reviewers are thanked for their constructive comments and valuable suggestions to improve the quality of the paper.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 141Issue 6June 2015

History

Received: Aug 24, 2013
Accepted: Oct 9, 2014
Published online: Mar 4, 2015
Published in print: Jun 1, 2015
Discussion open until: Aug 4, 2015

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Zhibin Li, Ph.D. [email protected]
Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast Univ.; and Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, 2 Si Pai Lou, Nanjing 210096, China. E-mail: [email protected]
Wei Wang, Ph.D. [email protected]
Professor, Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast Univ.; and Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, 2 Si Pai Lou, Nanjing 210096, China (corresponding author). E-mail: [email protected]
Pan Liu, Ph.D. [email protected]
Professor, Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast Univ.; and Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, 2 Si Pai Lou, Nanjing 210096, China. E-mail: [email protected]
Ph.D. Candidate, Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast Univ.; and Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, 2 Si Pai Lou, Nanjing 210096, China. E-mail: [email protected]
Muqing Du, Ph.D. [email protected]
Assistant Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. E-mail: [email protected]

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