TECHNICAL PAPERS
Dec 15, 2011

Injury Severity of Multivehicle Crash in Rainy Weather

Publication: Journal of Transportation Engineering
Volume 138, Issue 1

Abstract

As part of the Wisconsin road weather safety initiative, the objective of this study was to microscopically assess the factor effects on the severities of multivehicle-involved crashes on high-speed roadways during rainfall utilizing a sequential logistic regression approach. Research began by considering interstate freeways in Wisconsin. Weather-related factors considered in the research included estimated rainfall intensity, water film depth, temperature, wind speed and direction, and the car-following distance at the time of crash. With each crash observation, weather data were obtained through the three most adjacent weather station locations and the inverse-squared distance method. Nonweather factors such as roadway geometries, traffic conditions, collision manners, vehicle types, and driver and temporal attributes were also considered. Sequential logistic regression was applied to predict multivehicle crash severities in ascending (forward) and descending (backward) orders, respectively. The final model was selected on the basis of a combination of model performance, parameter significance, and prediction accuracies. The backward sequential logistic regression model produced the most desirable results for predicting crash severities in rainy weather in which deficiency of car following, wind speed, the first harmful spot, vehicle types, temporal, and at-fault driver-related actions at the crash moment were found to be statistically significant. These findings can be used to provide quantitative support of road weather safety improvements via weather warning systems, highway infrastructure enhancements, and traffic management.

Get full access to this article

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

Acknowledgments

This work was supported by the National Research Foundation of Korea. Grant funded by the Korean Government (UNSPECIFIEDNRF-2009-413-D00001).

References

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 Pemmanaboina, R. (2006). “Calibrating a real-time traffic crash prediction model using archived weather and ITS traffic data.” IEEE Trans. Intell. Transp. Syst., 7(2), 167–174.
AASHTO. (2004). A policy on geometric design of highways and streets, U.S. Dept. of Transportation, Washington, DC.
Bureau of Transportation Statistics (BTS). (2006). “National transportation statistics.” 〈http://www.bts.gov/publications/national_transportation_statistics/〉 (Nov. 1, 2009).
Caliendo, C., Guida, M., and Parisi, A. (2007). “A crash prediction model for multilane roads.” Accid. Anal. Prev., 39(4), 657–670.
Chatterjee, S., Hadi, A., and Price, B. (2000). Regression analysis by example, Wiley, New York.
Deng, Z., Ivan, J., and Garder, P. (2006). “Analysis of factors affecting the severity of head-on crashes two-lane rural highways in Connecticut.” Transportation Research Record 1953, Transportation Research Board, Washington, DC, 137–146.
Dissanayake, S., and Lu, J. (2002). “Analysis of severity of young driver crashes: Sequential binary logistic regression modeling.” Transportation Research Record 1784, Transportation Research Board, Washington, DC, 108–114.
Donnell, E., and Mason, J., Jr. (2004). “Predicting the severity of median-related crashes in Pennsylvania by using logistic regression.” Transportation Research Record 1897, Transportation Research Board, Washington, DC, 55–63.
Duncan, C., Khattak, A., and Council, F. (1998). “Applying the ordered probit model to injury severity in truck–passenger car rear-end collisions.” Transportation Research Record 1635, Transportation Research Board, Washington, DC, 63–71.
Eluru, N., and Bhat, C. (2007). “A joint economic analysis of seat belt use and crash-related injury severity.” Accid. Anal. Prev., 39(5), 1037–1049.
Eluru, N., Bhat, C., and Hensher, D. (2008). “A mixed generalized ordered response model for examining pedestrian and bicyclist injury severity level in traffic crashes.” Accid. Anal. Prev., 40(3), 1033–1054.
Federal Highway Administration. (2005). “Crash cost estimates by maximum police-reported injury severity within selected crash geometries.” Publication No. FHWA-HRT-05-051, U.S. Dept. of Transportation, Research, Development, and Technology, McLean, VA.
Golob, T., and Recker, W. (2003). “Relationships among urban freeway accidents, traffic flow, weather, and lighting conditions.” J. Transp. Eng., 129(4), 342–353.
Haque, M., Chinb, H., and Huanga, H. (2009). “Modeling fault among motorcyclists involved in crashes.” Accid. Anal. Prev., 41(2), 327–335.
Hill, J., and Boyle, L. (2006). “Assessing the relative risk of severe injury in automotive crashes for older female occupants.” Accid. Anal. Prev., 38(1), 148–154.
Khan, G., Qin, X., and Noyce, D. (2008). “Spatial analysis of weather crash patterns.” J. Transp. Eng., 134(5), 191–202.
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.” Accid. Anal. Prev., 37(5), 910–921.
Kleinbaum, D., and Klein, M. (2002). Logistic regression: A self-learning text, Springer, New York.
Kokkalis, A., and Panagouli, O. (1998). “Factual evaluation of pavement skid resistance variation: Surface wetting.” Chaos, Solitons Fractals, 9(11), 1875–1890.
Kopelias, P., Papadimitriou, F., Papandreou, K., and Prevedouros, P. (2007). “Urban freeway crash analysis geometric, operational, and weather effects on crash number and severity.” Transportation Research Record 2015, Transportation Research Board, Washington, DC, 123–131.
Maddala, G. (1983). Limited-dependent and qualitative variables in econometrics, Cambridge University Press, New York.
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.
Patrick, N., and Stephenson, D. (1990). “Spatial variation of rainfall intensities for short duration storms.” Hydrol. Sci. J., 35(6), 667–680.
Peterson, B., and Harrell, F. E., Jr. (1990). “Partial proportional odds model for ordinal response variables.” Appl. Statist., 39(2), 205–217.
Press, W., Teukolsky, S., Vetterling, W., and Flannery, B. (2007). Numerical recipes: The art of scientific computing, Cambridge University Press, New York.
Qin, X., Noyce, D., and Lee, C. (2006). “Snowstorm event-based crash analysis.” Transportation Research Record 1948, Transportation Research Board, Washington, DC, 135–141.
Roess, R., Prassas, E., and Mcshane, W. (2004). Traffic engineering, Pearson Education, New Jersey.
Russam, K., and Ross, N. (1968). “The depth of rain water on road surfaces.” Ministry of Transport Rep. No. LR 236, Road Research Laboratory, Wellington, New Zealand, 27.
SAS Institute. (1995). “Logistic regression examples using the SAS system.” SAS Institute, Inc., Cary, NC.
Savolainen, P., and Tarko, A. (2005). “Safety impacts at intersections on curved segments.” Transportation Research Record 1908, Transportation Research Board, Washington, DC, 130–140.
Shankar, V., Mannering, F., and Barfiled, W. (1995). “Effect of roadway geometrics and environmental factors on rural freeway accident frequencies.” Accid. Anal. Prev., 27(3), 371–389.
Shankar, V., Mannering, F., and Barfield, W. (1996). “Statistical analysis of accident severity on rural freeways.” Accid. Anal. Prev., 28(3), 391–401.
U.S. Environmental Protection Agency. (2006). “Compilation of air pollutant emission factors.” Vol. I, 5th Ed. 〈http://www.epa.gov/ttn/chief/ap42/ch13/final/c13s0202.pdf〉 (Jul. 9, 2010).
Wang, X., and Abdel-Aty, M. (2008). “Analysis of left-turn crash injury severity by conflicting pattern using partial proportional odds models.” Accid. Anal. Prev., 40(5), 1674–1682.
Wisconsin Dept. of Transportation. (2006). Wisconsin traffic crash facts 1999–2006, University of Wisconsin, Madison, WI.
Yan, X., Radwan, E., and Abdel-Aty, M. (2005). “Characteristics of rear-end accidents at signalized intersections using multiple logistic regression model.” Accid. Anal. Prev., 37(6), 983–995.
Yau, K. (2004). “Risk factors affecting the severity of single vehicle traffic accidents in Hong Kong.” Accid. Anal. Prev., 36(3), 333–340.
Yau, K., Lo, P., and Fung, S. (2006). “Multiple-vehicle traffic accidents in Hong Kong.” Accid. Anal. Prev., 38(6), 1157–1161.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 138Issue 1January 2012
Pages: 50 - 59

History

Received: Feb 20, 2010
Accepted: May 19, 2011
Published online: Dec 15, 2011
Published in print: Jan 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Soyoung Jung, Ph.D. [email protected]
Research Professor, Korea Advanced Institute of Science and Technology, Dept. of Civil and Environmental Engineering, 291 Daehak-ro, Yuseong-gu, Daejeon 130-743, Republic of Korea (corresponding author). E-mail: [email protected]
Xiao Qin, Ph.D. [email protected]
P.E.
Assistant Professor, South Dakota Univ., Dept. of Civil and Environmental Engineering, 148 Crothers Engineering Hall, Brookings, SD 57007. E-mail: [email protected]
David A. Noyce, Ph.D. [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, 1204 Engineering Hall, 1405 Engineering Dr., Madison, WI 53706. E-mail: [email protected]

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