Technical Papers
Mar 29, 2017

Estimating Factors Contributing to Frequency and Severity of Large Truck–Involved Crashes

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 8

Abstract

Understanding the factors that contribute to crash frequency and severity will assist better highway design and develop appropriate countermeasures for hot spots, thereby improving the safety of the road system. This study explores the influences of risk factors on frequency and severity of large truck–involved crashes. Multinomal logit (MNL) and negative binomial (NB) models are proposed to analyze crash severity and frequency, respectively. The explanatory factors include characteristics of the vehicles, drivers, traffic, environment, and roadway geometric design features. To obtain better parameter estimation results, the maximum likelihood (ML) method and Bayesian method are employed. The results show that the MNL and NB models have a better goodness of fit under the Bayesian estimation framework. Using Bayesian MNL and NB models, factors that significantly affect crash frequency and severity outcomes are analyzed. Some critical factors that contribute significantly to both crash severity and frequency estimation of large truck–involved crashes, including truck percentage, annual average daily traffic (AADT), driver condition, and weather condition, are identified and discussed. Driver age, speed limit, and location type are found to have significant effects only on the frequency of large truck–involved crashes. Seat belt usage, light condition, and terrain type are found to have significant effects only on the severity of large truck involved crashes. The results from this study will be valuable in transportation policy making, improvement of carrier operation, and crash-cost reduction.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to thank anonymous reviewers for their useful suggestions and comments to improve the paper. The authors also thank the Tennessee Department of Transportation for providing access to data from the TRIMS database. This work was supported by the Southeastern Transportation Center, a Regional University Transportation Center funded by the U.S. Department of Transportation, Office of the Assistant Secretary for Research and Technology (DTRT13-G-UTC34).

References

Abbess, C., Jarett, D., and Wright, C. C. (1981). “Accidents at blackspots: Estimating the effectiveness of remedial treatment, with special reference to the ‘regression-to-mean’ effect.” Traffic Eng. Control, 22(20), 535–542.
Abdel-Aty, M. (2003). “Analysis of driver injury severity levels at multiple locations using ordered probit models.” J. Saf. Res., 34(5), 597–603.
Abdel-Aty, M., and Abdelwahab, H. (2004). “Modeling rear-end collisions including the role of driver’s visibility and light truck vehicles using a nested logit structure.” Acc. Anal. Prev., 36(3), 447–456.
Chib, S., and Winkelmann, R. (2001). “Markov chain Monte Carlo analysis of correlated count data.” J. Bus. Econ. Stat., 19(4), 428–435.
El-Basyouny, K., and Sayed, T. (2010). “Full Bayes approach to before-and-after safety evaluation with matched comparisons.” Transp. Res. Rec., 2148, 1–8.
Federal Highway Administration. (2015). “Highway statistics.” Policy and Governmental Affairs, Office of Highway Policy Information, ⟨https://www.fhwa.dot.gov/policyinformation/statistics/2015/⟩ (Feb. 28, 2017).
Federal Motor Carrier Safety Administration. (2016). “Large truck and bus crash facts, 2014.” FMCSA-RRA-16-001, U.S. Dept. of Transportation, Washington, DC.
Haleem, K., and Abdel-Aty, M. (2010). “Examining traffic crash injury severity at unsignalized intersections.” J. Saf. Res., 41(4), 347–357.
Hauer, E., Ng, J. C. N., and Lovell, J. (1988). “Estimation of safety at signalized intersections.” Transp. Res. Rec., 1185, 48–61.
Holdridge, J., Shankar, V., and Ulfarsson, G. (2005). “The crash severity impacts of fixed roadside objects.” J. Saf. Res., 36(2), 139–147.
Hu, W., and Donnell, E. T. (2010). “Median barrier crash severity: Some new insights.” Acc. Anal. Prev., 42(6), 1697–1704.
Huang, H., and Abdel-Aty, M. (2010). “Multilevel data and Bayesian analysis in traffic safety.” Acc. Anal. Prev., 42(6), 1556–1565.
Ivan, J. N., Wang, C., and Bernardo, N. R. (2000). “Explaining two-lane highway crash rates using land use and hourly exposure.” Acc. Anal. Prev., 32(6), 787–795.
Khorashadi, A., Niemeier, D., Shankar, V., and Mannering, F. (2005). “Differences in rural and urban driver-injury severities in accidents involving large-trucks: An exploratory analysis.” Acc. Anal. Prev., 37(5), 910–921.
Kim, D. G., Lee, Y., Washington, S. P., and Choi, K. (2007). “Modeling crash outcome probabilities at rural intersections: Application of hierarchical binomial logistic models.” Acc. Anal. Prev., 39(1), 125–134.
Kim, K., and Yamashita, E. Y. (2007). “Attitudes of commercial motor vehicle drivers towards safety belts.” Acc. Anal. Prev., 39(6), 1097–1106.
Kocklelman, K. M., and Kweon, Y. J. (2002). “Driver injury severity: An application of ordered probit models.” Acc. Anal. Prev., 34(3), 313–321.
Kulmala, R. (1995). “Safety at rural three- and four-arm junctions: Development and applications of accident prediction models.” VTT Publications, Technical Research Centre of Finland, Espoo.
Lawless, J. F. (1987). “Negative binomial and mixed Poisson regression.” Canadian J. Stat., 15(3), 209–225.
Lee, J., and Mannering, F. (2002). “Impact of roadside features on the frequency and severity of runoff-roadway accidents: An empirical analysis.” Acc. Anal. Prev., 34(2), 149–161.
Lemp, J., Kockelman, K., and Unnikrihnan, A. (2011). “Analysis of large truck crash severity using heteroskedastic ordered probit models.” Acc. Anal. Prev., 43(1), 370–380.
Lord, D. (2000). “The prediction of accidents on digital networks: Characteristics and issues related to the application of accident prediction models.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
Lord, D., and Mannering, F. (2010). “The statistical analysis of crash-frequency data: A review and assessment of methodological alternatives.” Transp. Res. Part A: Policy Pract., 44(5), 291–305.
Lyon, C., Oh, J., Persaud, B. N., Washington, S. P., and Bared, J. (2003). “Empirical investigation of the IHSDM accident prediction algorithm for rural intersection.” Transp. Res. Rec., 1840, 78–86.
Ma, J., and Kockelman, K. M. (2006). “Bayesian multivariate Possion regression for models injury count, by severity.” Transp. Res. Rec., 1950, 24–34.
Ma, J., Kockelman, K. M., and Damien, P. (2008). “A multivariate Poisson-lognormal regression model for prediction of crash counts by severity, using Bayesian methods.” Acc. Anal. Prev., 40(3), 964–975.
Mannering, F. I., and Bhat, C. R. (2014). “Analytic methods in accident research: Methodological frontier and future directions.” Anal. Methods Acc. Res., 1, 1–22.
Miaou, S.-P., and Lord, D. (2003). “Modeling traffic crash-flow relationships for intersections: Dispersion parameter, functional form, and Bayes versus empirical Bayes.” Transp. Res. Rec., 1840, 31–40.
National Highway Traffic Safety Administration. (2015). “Seat belt use in 2014—Use rates in the states and territories.” Traffic Safety Facts, NHTSA’s National Center for Statistics and Analysis, ⟨https://crashstats.nhtsa.dot.gov/Api/Public/ViewPublication/812149⟩.
National Highway Traffic Safety Administration. (2016). “Traffic safety facts, large trucks 2014 data.” NHTSA’s National Center for Statistics and Analysis, ⟨https://crashstats.nhtsa.dot.gov/Api/Public/ViewPublication/812279⟩.
Oh, J., Lyon, C., Washington, S. P., Persaud, B. N., and Bared, J. (2003). “Validation of the FHWA crash models for rural intersections: Lessons learned.” Transp. Res. Rec., 1840, 41–49.
Park, B. (2010). “Application of finite mixture models for vehicle crash data analysis.” Ph.D. dissertation, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX.
Park, E., Park, J., and Lomax, T. (2010). “A fully Bayesian multivariate approach to before-after safety evaluation.” Acc. Anal. Prev., 42(4), 1118–1127.
Park, E. S., and Lord, D. (2007). “Multivariate Poisson-lognormal models for jointly modeling crash frequency by severity.” Transp. Res. Rec., 2019, 1–6.
Pei, X., Wong, S. C., and Sze, N. N. (2011). “A joint-probability approach to crash prediction models.” Acc. Anal. Prev., 43(3), 1160–1166.
Persaud, B. N., and Dzbik, L. (1993). “Accident prediction models for freeways.” Transp. Res. Rec., 1401, 55–60.
Poch, M., and Mannering, F. L. (1996). “Negative binomial analysis of intersection-accident frequency.” J. Transp. Eng., 105–113.
Rifaat, S. M., and Chin, H. C. (2007). “Accident severity analysis using ordered probit model.” J. Adv. Transp., 41(1), 91–114.
Rifaat, S. M., Tay, R., and Barros, A. G. (2011). “Logistic model of injury risks in single vehicle crashes in urban neighborhoods.” J. Adv. Transp., 45(3), 186–195.
Savolainen, P. T., and Mannering, F. L. (2007). “Probabilistic models of motorcyclists’ injury severities in single- and multi-vehicle crashes.” Acc. Anal. Prev., 39(5), 955–963.
Savolainen, P. T., Mannering, F. L., Lord, D., and Quddus, M. A. (2011). “The statistical analysis of highway crash-injury severities: A review and assessment of methodological alternatives.” Acc. Anal. Prev., 43(5), 1666–1676.
Schlüter, P. J., Deely, J. J., and Nicholson, A. J. (1997). “Ranking and selecting motor vehicle accident sites by using hierarchical Bayesian model.” Statistician, 46(3), 293–316.
Shankar, V., Mannering, F., and Barfield, W. (1996). “Statistical analysis of accident severity on rural freeways.” Acc. Anal. Prev., 28(3), 391–401.
Tay, R., and Rifaat, S. M. (2007). “Factors contributing to the severity of intersection crashes.” J. Adv. Transp., 41(3), 245–265.
Wang, X., and Abdel-Aty, M. (2008). “Analysis of left-turn crash injury severity by conflicting pattern using partial proportional odds models.” Acc. Anal. Prev., 40(5), 1674–1682.
World Health Organization. (2016). “Road traffic injuries.” Fact Sheet, ⟨http://www.who.int/mediacentre/factsheets/fs358/en/⟩.
Yannis, G., Antoniou, C., Vardaki, S., and Kanellaidis, G. (2010). “Older drivers’ perception and acceptance of in-vehicle devices for traffic safety and traffic efficiency.” J. Transp. Eng., 472–479.
Ye, F., and Lord, D. (2014). “Comparing three commonly used crash severity models on sample size requirements: Multinomial logit, ordered probit and mixed logit models.” Anal. Methods Acc. Res., 1, 72–85.
Ye, X., Pendyala, R. M., Washington, S. P., Konduri, K., and Oh, J. (2009). “A simultaneous equations model of crash frequency by collision type for rural intersections.” Saf. Sci., 47(3), 443–452.
Zhu, X., and Srinivasan, S. (2011). “A comprehensive analysis of factors influencing the injury severity of large-truck crashes.” Acc. Anal. Prev., 43(1), 49–57.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 143Issue 8August 2017

History

Received: Mar 3, 2016
Accepted: Jan 18, 2017
Published ahead of print: Mar 29, 2017
Published online: Mar 30, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 30, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Chunjiao Dong, Ph.D. [email protected]
Research Assistant Professor, Center for Transportation Research, College of Engineering, Univ. of Tennessee, 600 Henley St., Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Qiao Dong, Ph.D.
Postdoctoral Research Associate, Center for Transportation Research, College of Engineering, Univ. of Tennessee, 600 Henley St., Knoxville, TN 37996.
Baoshan Huang, Ph.D., M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 419 John D. Tickle Engineering Bldg., 851 Neyland Dr., Knoxville, TN 37996.
Wei Hu
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 419 John D. Tickle Engineering Bldg., 851 Neyland Dr., Knoxville, TN 37996.
Shashi S. Nambisan, Ph.D.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 419 John D. Tickle Engineering Bldg., 851 Neyland Dr., Knoxville, TN 37996.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share