Technical Papers
May 22, 2015

Effects of Pavement Surface Conditions on Traffic Crash Severity

Publication: Journal of Transportation Engineering
Volume 141, Issue 10

Abstract

Improving road safety through proper pavement maintenance is one of the goals of pavement management. Many studies have found that pavement conditions significantly influence traffic safety. Although several studies have explored the relationship between pavement conditions and crash occurrence, the effect of poor pavement conditions on crash severity levels has not been investigated, especially by using a discrete model that can handle ordered data. This paper focuses on the development of the relationship between poor pavement conditions and crash severity levels using a series of Bayesian ordered logistic models for low/medium/high speed roads and single/multiple collision cases. The Bayesian ordered logistic regression models indicated that the poor pavement condition decreases the severity of single-vehicle collisions on low-speed roads whereas it increases their severity on high-speed roads. On the other hand, the poor pavement condition increases the severity of multiple-vehicle crashes on all roads. Findings of this study can assist transportation agencies at the federal, state, and local levels to select appropriate pavement maintenance and rehabilitation strategies to reduce traffic crash severity levels.

Get full access to this article

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

Acknowledgments

The authors wish to thank the Florida Department of Transportation for providing data.

References

Abdel-Aty, M., Devarasetty, P. C., and Pande, A. (2009). “Safety evaluation of multilane arterials in Florida.” Accid. Anal. Prev., 41(4), 777–788.
Abdel-Aty, M. A., Ekram, A., Huang, H., and Choi, K. (2011). “A study on crashes related to visibility obstruction due to fog and smoke.” Accid. Anal. Prev., 43(5), 1730–1737.
Al-Masaeid, H. R. (1997). “Impact of pavement condition on rural road accidents.” Can. J. Civ. Eng., 24(4), 523–531.
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.
Anastasopoulos, P. C., Shankar, V. N., Haddock, J. E., and Mannering, F. L. (2012). “A multivariate Tobit analysis of highway accident-injury-severity rates.” Accid. Anal. Prev., 45(1), 110–119.
Breiman, L. (2001). “Random forests.” Mach. Learn., 45(1), 5–32.
Chan, C. Y., Huang, B., Yan, X., and Richards, S. (2010). “Investigating effects of asphalt pavement conditions on traffic accidents in Tennessee based on the pavement management system (PMS).” J. Adv. Transp., 44(3), 150–161.
Congdon, P. (2003). Bayesian statistical modeling, Wiley, New York.
FDOT (Florida Department of Transportation). (2013). “Roadway characteristics inventory (RCI) features & characteristics handbook.” 〈http://www.dot.state.fl.us/planning/statistics/rci/〉 (Jan. 2015).
Gothie, M. (1996). “Relationship between surface characteristics and accidents.” Proc., 3rd Int. Symp. on Pavement Surface Characteristics, ARRB Group Limited, Vermont South, Australia, 271–281.
Heaton, B., Henry, J. J., and Wambold, J. C. (1990). “Texture measuring equipment vs skid testing equipment.” Proc., Conf. of the Australian Road Research Board Pavements and Materials, ARRB Group Limited, Vermont South, Australia, 53–64.
Henry, J. J. (1996). “Overview of the international PIARC experiment to compare and harmonise texture and skid resistance measurements: The international friction index.” Proc., 3rd Int. Symp. on Pavement Surface Characteristics, ARRB Group Limited, Vermont South, Australia.
Hosmer, D. W., and Lemeshow, S. (2004). Applied logistic regression, Wiley, New York.
Hoyert, D. L., and Xu, J. (2012). “National vital statistics report 61(6).” U.S. Dept. of Health and Human Services, Centers for Disease Control and Prevention, Hyattsville, MD.
Karan, M. A., Haas, R., and Kher, R. (1976). “Effects of pavement roughness on vehicle speeds.”, 122–127.
Karlaftis, M. G., and Golias, I. (2002). “Effects of road geometry and traffic volumes on rural roadway accident rates.” Accid. Anal. Prev., 34(3), 357–365.
Labi, S. (2011). “Efficacies of roadway safety improvements across functional subclasses of rural two-lane highways.” J. Saf. Res., 42(4), 231–239.
Miller, M. M., and Johnson, H. D. (1973). “Effects of resistance to skidding on accidents: Surface dressing on an elevated section of the M4 motorway.”, Transport and Road Research Laboratory, Crowthorne, U.K.
Mitra, S., and Washington, S. (2007). “On the nature of over-dispersion in motor vehicle crash prediction models.” Accid. Anal. Prev., 39(3), 459–468.
NHTSA (National Highway Traffic Safety Administration). (2008). “National motor vehicle crash causation survey report to congress.” U.S. Dept. of Transportation, Washington, DC.
NHTSA (National Highway Traffic Safety Administration). (2013). “2012 motor vehicle crashes: Overview.” U.S. Dept. of Transportation, Washington, DC.
Öberg, G. (1981). “Friction and journey speed on roads with various winter road maintenance.”, National Swedish Road and Traffic Research Institute, Linköping, Sweden.
Quddus, M. A., Noland, R. B., and Chin, H. C. (2002). “An analysis of motorcycle injury and vehicle damage severity using ordered probit models.” J. Saf. Res., 33(4), 445–462.
Quddus, M. A., Wang, C., and Ison, S. G. (2009). “Road traffic congestion and crash severity: Econometric analysis using ordered response models.” J. Transp. Eng., 424–435.
Spiegelhalter, D. J., Best, N. G., Carlin, B. P., and Van Der Linde, A. (2002). “Bayesian measures of model complexity and fit.” J. R. Stat. Soc. Ser. B (Stat. Method.), 64(4), 583–639.
Tighe, S. L., and Haas, R. (1998). “Safety and economic benefits of partially paved shoulders.” Proc., Annual Conf. of Transportation Association of Canada, Transportation Association of Canada, Ottawa.
Wambold, J. C. (1988). “Road characteristics and skid testing.”, 294–299.
Yamamoto, T., and Shankar, V. N. (2004). “Bivariate ordered-response probit model of driver’s and passenger’s injury severities in collisions with fixed objects.” Accid. Anal. Prev., 36(5), 869–876.
Zegeer, C. V., and Council, F. M. (1995). “Safety relationships associated with cross-sectional roadway elements.”, 29–36.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 141Issue 10October 2015

History

Received: Oct 6, 2014
Accepted: Mar 19, 2015
Published online: May 22, 2015
Published in print: Oct 1, 2015
Discussion open until: Oct 22, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Jaeyoung Lee, M.ASCE [email protected]
Safety Program Director, Center for Advanced Transportation Systems Simulation, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450 (corresponding author). E-mail: [email protected]
BooHyun Nam, A.M.ASCE
Assistant Professor, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.
Mohamed Abdel-Aty, M.ASCE
Professor and Chair, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.

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