Technical Papers
Mar 21, 2016

Predicting Collision Risk between Trucks and Interstate Overpasses

Publication: Journal of Transportation Engineering
Volume 142, Issue 8

Abstract

A collision between a truck and an overpass bridge on an interstate highway is rare but can be catastrophic, especially if the bridge involved was designed and built in the early interstate highway era. Such collisions highlight the importance of developing a systematic and scientific method for evaluating at-risk bridges. The findings of this research offer a method for screening the safety risk of highway bridges and identifying bridges that require further review. A risk-based approach has been developed for this study from statistical models, probabilistic theories, and a comprehensive data set. Data include a five-year history of run-off-road (ROR) truck crashes, highway geometric characteristics, and traffic and weather information. The random coefficient Poisson model was used to model truck crashes so that data heterogeneity among highway segments could be captured. Monte Carlo simulation was employed to estimate the collision hazard envelope, given the uncertainties of truck size, encroachment, and vehicle orientation angle. Finally, collision risk was calculated for each bridge bent, and the maximum value was considered as the bridge collision risk. A risk analysis can effectively model rare events when there are uncertainties. Moreover, the bent-specific predictive method improves collision estimate accuracy because the impact is usually between the truck and the bridge bent.

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Acknowledgments

The authors would like to thank the South Dakota Department of Transportation (SDDOT) and the Mountain Plain Consortium (MPC) for funding this research.

References

AASHTO. (2010). AASHTO LRFD bridge design specifications, 3rd Ed., Washington, DC.
Anastasopoulos, P. C., and Mannering, F. L. (2009). “A note on modeling vehicle accident frequencies with random-parameters count models.” Accid. Anal. Prev., 41(1), 153–159.
Garnowski, M., and Manner, H. (2011). “On factors related to car accidents on German Autobahn connectors.” Accid. Anal. Prev., 43(5), 1864–1871.
LIMDEP version 9 [Computer software]. Econometric Software, Plainview, NY.
Mak, K. K., and Sicking, D. (2003). Roadside safety analysis program (RSAP): Engineer’s manual, Transportation Research Board, Washington, DC.
Miaou, S.-P. (1997). “Estimating vehicle roadside encroachment frequencies by using accident prediction models.” Transp. Res. Rec., 1599, 64–71.
Miaou, S.-P. (2001). “Another look at the relationship between accident- and encroachment-based approaches to run-off-the-road accidents modeling.”, FHWA, Turner-Fairbanks Highway Research Center, McLean, VA.
Milton, J. C., Shankar, V. N., and Mannering, F. L. (2008). “Highway accident severities and the mixed logit model: An exploratory empirical analysis.” Accid. Anal. Prev., 40(1), 260–266.
Mitra, S., and Washington, S. (2012). “On the significance of omitted variables in intersection crash modeling.” Accid. Anal. Prev., 49, 439–448.
Qin, X., Shen, Z., Wehbe, N., Pei, S., and He, Z. (2014). “Evaluation of truck impact hazards for interstate overpasses.” Transp. Res. Rec., 2402, 1–8.
Shankar, V., Milton, J., and Mannering, F. (1997). “Modeling accident frequencies as zero-altered probability processes: An empirical inquiry.” Accid. Anal. Prev., 29(6), 829–837.
Ukkusuri, S., Hasan, S., and Aziz, H. M. A. (2011). “Random parameter model used to explain effects of built-environment characteristics on pedestrian crash frequency.” Transp. Res. Rec., 2237, 98–106.
Venkataraman, N., Ulfarsson, G. F., and Shankar, V. N. (2013). “Random parameter models of interstate crash frequencies by severity, number of vehicles involved, collision and location type.” Accid. Anal. Prev., 59, 309–318.
Venkataraman, N. S., Ulfarsson, G. F., Shankar, V., Oh, J., and Park, M. (2011). “Model of relationship between interstate crash occurrence and geometrics.” Transp. Res. Rec., 2236, 41–48.
Wu, Z., Sharma, A., Mannering, F. L., and Wang, S. (2013). “Safety impacts of signal-warning flashers and speed control at high-speed signalized intersections.” Accid. Anal. Prev., 54, 90–98.
Zegeer, C. V., Reinfurt, D. W., Hummer, J., Herf, L., and Hunter, W. (1988). “Safety effects of cross-section design for two-lane roads.” Transp. Res. Rec., 1195, 20–32.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 8August 2016

History

Received: Jun 1, 2015
Accepted: Jan 4, 2016
Published online: Mar 21, 2016
Published in print: Aug 1, 2016
Discussion open until: Aug 21, 2016

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Authors

Affiliations

Xiao Qin, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Milwaukee, Milwaukee, WI 53201 (corresponding author). E-mail: [email protected]
Engineering Assistant, Texas Dept. of Transportation, Odessa, TX 79761. E-mail: [email protected]
Nadim Wehbe, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., CEH 212, Brookings, SD 57007. E-mail: [email protected]

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