Chapter
Aug 31, 2020
International Conference on Transportation and Development 2020

Crash Risk Factors at Rural Two-Way Stop-Controlled Intersections

Publication: International Conference on Transportation and Development 2020

ABSTRACT

Rural intersection safety continues to be a crucial issue throughout the United States. More than 20% of all traffic fatalities in the United States occur at intersections, and over 80% of intersection-related fatalities in rural areas occur at unsignalized intersections. This paper investigates the significant factors affecting crash severity at stop-controlled intersections on rural two-lane highways in Louisiana. Roadway characteristics, traffic characteristics, and crash characteristics were collected from 5,136 stop-controlled intersections including both three-leg (3T) and four-leg (4T) of all 64 Parishes (counties) statewide, for the period of 2013 to 2017. Zero-inflated Poisson (ZIP) models were developed to model the number of intersection crashes for different severity levels. In addition to traffic volume, horizontal curve radii, speed limits of major roads, and intersection skewness also have significant impact on crash occurrences.

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REFERENCES

Bauer, K. M. and Harwood, D. W. (2000). “Statistical Models of at-grade Intersections Accidents-addendum.”, FHWA, VA.
Crash Data. Louisiana Department of Transportation and Development. wwwsp.dotd.la.gov/Inside_LaDOTD/Divisions/Multimodal/Highway_Safety/Pages/Crash_Data.aspx. Accessed September 18, 2018.
Das, S. and Sun, X. (2015). “Zero-Inflated Models for Different Severity Types in Rural Two-Lane Crashes.” Presented at 94th Annual Meeting of the Transportation Research Board, Washington, D.C.
Fatality Analysis Report System (FARS). NHTSA, U.S. Department of Transportation. https://www.nhtsa.gov/research-data/fatality-analysis-reporting-system-fars. Accessed June 15, 2019.
Harnen, S., Radin, U. R. S., Wong, S. V., and Hashim, W. W. I. (2003). “Motorcycle Crash Prediction Model for Non-Signalized Intersections.” IATSS Research, 27(2), 58-65.
Kuciemba, S. R. and J. A. Cirillo. Safety Effectiveness of Highway Design Features, Volume V: Intersections., FHWA, VA, 1992.
Lee, J. and Mannering, F. (2002). “Impact of Roadside Features on the Frequency and Severity of Run-Off-Roadway Accidents: An Empirical Analysis.” Accident Analysis & Prevention, 34, 149–161.
Lord, D., Washington, S. P., and Ivan, J. N. (2005). “Poisson, Poisson-Gamma and Zero-Inflated Regression Models of Motor Vehicle Crashes: Balancing Statistical Fit and Theory.” Accident Analysis & Prevention, 37, 35-46.
Miaou, S. (1994). “The Relationship between Truck Accidents and Geometric Design of Road Sections: Poisson versus Negative Binomial Regressions.” Accident Analysis & Prevention, 26, 471–482.
Nambuusi, B. B., Brijs, T., and Hermans, E. (2008). “A review of accident prediction models for road intersections.”, Steunpunt Mobiliteit & Openbare Werken – Spoor Verkeersveiligheid.
Neuman, T. R., Pfefer, R., Slack, K. L., Hardwood, D. W., Potts, I. B., Torbic, D. J., and Rabbani, E. R. K. (2003). “NCHRP Report 500: Volume 5: A Guide for Addressing Unsignalized Intersection Collisions.” Transportation Research Board, Washington, D. C. http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_500v5.pdf.
Poch, M. and Mannering, F. (1996). “Negative Binomial Analysis of Intersection Accident Frequencies.” Journal of Transportation Engineering, 122(2), 105-113.
Pour, M. H., Prasetijo, J., Yahaya, A. S., and Ghadiri., S. M. R. (2012). “Modeling Vehicle-Pedestrian Crashes with Excess Zero along Malaysia Federal Roads.” Procedia-Social and Behavioral Sciences, 53, 1218-1227.
Salifu, M. (2004). “Accident prediction models for unsignalized urban junctions in Ghana.” IATSS Research, 28(1), 68-81.
Savolainen, P. T. and Tarko, A. P. (2004). “Safety of Intersections on High-Speed Road Segments with Superelevation.”, Purdue University, IN.
Sayed, T. and Rodriguez, F. (1999). “Accident Prediction Models for Urban Unsignalized Intersections in British Columbia.” Transportation Research Record: Journal of the Transportation Research Board, 1665, 93-99.
Shankar, V., Ulfarsson, G., Pendyala, R., and Nebergall, M. (2003). “Modeling Crashes Involving Pedestrians and Motorized Traffic.” Safety Science, 41, 627–640.
Shankar, V., Milton, J., and Mannering, F. (1997) “Modeling Accident Frequency as Zero-altered Probability Processes: An Empirical Inquiry.” Accident Analysis & Prevention, 29, 829–837.
Vogt, A. and Bared, J. (1998). “Accident Models for Two-Lane Rural Roads: Segments and Intersections.”, FHWA, VA.

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Go to International Conference on Transportation and Development 2020
International Conference on Transportation and Development 2020
Pages: 60 - 70
Editor: Guohui Zhang, Ph.D., University of Hawaii
ISBN (Online): 978-0-7844-8314-5

History

Published online: Aug 31, 2020
Published in print: Aug 31, 2020

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Authors

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1Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Louisiana at Lafayette, Lafayette, LA. Email: [email protected]
Xiaoduan Sun, Ph.D. [email protected]
P.E.
2Dept. of Civil Engineering, Univ. of Louisiana at Lafayette, Lafayette, LA. Email: [email protected]
Mousumy Akter [email protected]
3Dept. of Civil Engineering, Univ. of Louisiana at Lafayette, Lafayette, LA. Email: [email protected]
M. Ashifur Rahman [email protected]
4Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Louisiana at Lafayette, Lafayette, LA. Email: [email protected]

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