TECHNICAL PAPERS
Apr 1, 2006

Modeling Crash Types: New Insights into the Effects of Covariates on Crashes at Rural Intersections

Publication: Journal of Transportation Engineering
Volume 132, Issue 4

Abstract

Many studies focused on the development of crash prediction models have resulted in aggregate crash prediction models to quantify the safety effects of geometric, traffic, and environmental factors on the expected number of total, fatal, injury, and/or property damage crashes at specific locations. Crash prediction models focused on predicting different crash types, however, have rarely been developed. Crash type models are useful for at least three reasons. The first is motivated by the need to identify sites that are high risk with respect to specific crash types but that may not be revealed through crash totals. Second, countermeasures are likely to affect only a subset of all crashes—usually called target crashes—and so examination of crash types will lead to improved ability to identify effective countermeasures. Finally, there is a priori reason to believe that different crash types (e.g., rear-end, angle, etc.) are associated with road geometry, the environment, and traffic variables in different ways and as a result justify the estimation of individual predictive models. The objectives of this paper are to (1) demonstrate that different crash types are associated to predictor variables in different ways (as theorized) and (2) show that estimation of crash type models may lead to greater insights regarding crash occurrence and countermeasure effectiveness. This paper first describes the estimation results of crash prediction models for angle, head-on, rear-end, sideswipe (same direction and opposite direction), and pedestrian-involved crash types. Serving as a basis for comparison, a crash prediction model is estimated for total crashes. Based on 837 motor vehicle crashes collected on two-lane rural intersections in the state of Georgia, six prediction models are estimated resulting in two Poisson (P) models and four NB (NB) models. The analysis reveals that factors such as the annual average daily traffic, the presence of turning lanes, and the number of driveways have a positive association with each type of crash, whereas median widths and the presence of lighting are negatively associated. For the best fitting models covariates are related to crash types in different ways, suggesting that crash types are associated with different precrash conditions and that modeling total crash frequency may not be helpful for identifying specific countermeasures.

Get full access to this article

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

References

Abdel-Aty, M. A., and Radwan, A. E. (2000). “Modeling traffic accident occurrence and involvement.” Accid. Anal Prev., 32(5), 633–642.
Chin, H. C., and Quddus, M. A. (2003). “Applying the random effect negative binomial model to examine traffic accident occurrence at signalized intersections.” Accid. Anal Prev., 35(5), 253–259.
Greene, W. (2000). Econometric analysis, Prentice-Hall, Upper Saddle River, N.J.
Harwood, D. W., Council, F. M., Hauer, E., Hughes, W. E., and Vogt, A. (2000). “Prediction of the expected safety performance of rural two-lane highways.” FHWA-RD-99-207, Federal Highway Administration, Washington, D.C.
Hauer, E., Ng, J. C.H., and Lovell, J. (1988). “Estimation of safety at signalized intersections.” Transportation Research Record 1185, Transportation Research Board, Washington, D.C., 48–61.
.
Joshua, S., and Garber, N. (1990). “Estimating truck accident rate and involvement using linear and Poisson regression models.” Transp. Plan. Technol. 15, 41–58.
Jovanis, P., and Chang, H. (1986). “Modeling the relationship of accidents to miles traveled.” Transportation Research Record 1068, Transportation Research Board, Washington, D.C., 42–51.
Ladron de Guevara, F., and Washington, S. (2005). “Forecasting crashes at the planning level. A simultaneous negative binomial crash model applied in Tucson, Arizona.” J. Transp. Res. Board, in press.
Lord, D., Washington, S., and Ivan, J. (2004). “Poisson, poisson-gamma, and zero-inflated regression models of motor vehicle crashes: Balancing statistical fit and theory.” Accident analysis and prevention, Pergamon/Elsevier Science, New York.
Lyon, C., Oh, J., Persaud, B., Washington, S., and Bared, J. (2003). “Empirical investigation of interactive highway safety design model accident prediction algorithm: rural intersections.” Transportation Research Record 1840, Transportation Research Board, Washington, D.C., 78–86.
Miaou, S., Hu, P., Wright, T., Rathi, A., and Davis, S. (1992). “Relationship between truck accidents and highway geometric design: a Poisson regression approach.” Transportation Research Record 1376, Transportation Research Board, Washington, D.C., 10–18.
Mitra, S., Chin, H. C., and Quddus, M. A. (2002). “Study of intersection accidents by maneuver type.” Transportation Research Record 1784, Transportation Research Board, Washington, D.C., 43–50.
Oh, J., Lyon, C., Washington, S., Persaud, B., and Bared, J. (2003). “Validation of the FHWA crash models for rural intersections: Lessons learned.” Transportation Research Record 1840, Transportation Research Board, Washington, D.C., 41–49.
Persaud, B. and Nguyen, T. (1998). “Disaggregate safety performance models for signalized intersection on Ontario Provincial roads.” Transportation Research Record 1635, Transportation Research Board, Washington, D.C., 113–120.
Shankar, V., Mannering, F., and Barfield, W. (1995). “Effect of roadway geometric and environmental factors on rural freeway accident frequencies.” Accid. Anal Prev., 27(3), 371–389.
Stutts, J., Hunter, W., and Pein, W. (1996). “Pedestrian-vehicle crash types: an update.” Transportation Research Record 1538, Transportation Research Board, Washington, D.C., 68–74.
Vogt, A. (1999). “Crash models for rural intersections: four-lane by two-lane stopcontrolled and two-lane by two-lane signalized.” FHWA-RD-99-128, Federal Highway Administration, Washington, D.C.
Vogt, A., and Bared, J. (1998). “Accident prediction models for two-lane rural roads: Segments and intersections.” FHWA-RD-98-133, Federal Highway Administration, Washington, D.C.
Washington, S., Karlaftis, M., and Mannering, F. (2003). Statistical and econometric methods for transportation data analysis, Chapman and Hall, Boca Raton, Fla.
Zellner, A. (1962). “An efficient method of estimating seemingly unrelated regressions and tests for aggregation bias.” J. Am. Stat. Assoc., 57, 348–368.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 4April 2006
Pages: 282 - 292

History

Received: Apr 6, 2004
Accepted: Sep 28, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Do-Gyeong Kim [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Arizona, Tucson, AZ 85712-0072. E-mail: [email protected]
Simon Washington [email protected]
Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Temple, AZ 85787-5306. E-mail: [email protected]
Research Associate, Dept. of Highway Research, The Korea Transport Institute, 2311 Daehwa-dong, Ilsan-gu, Goyang-si, Gyeonggi-do 411-701, Republic of Korea. 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