TECHNICAL PAPERS
Sep 1, 1994

Analysis of Accident Reduction Potentials of Pavement Markings

Publication: Journal of Transportation Engineering
Volume 120, Issue 5

Abstract

The major objective of this research was to apply a probabilistic procedure to evaluate the safety effectiveness of pavement marking of undivided rural roads. A 100 sites were randomly selected from the population of improved roads in the state of Indiana. In the analysis, accident reduction factors at the individual site level were estimated as a proportion based on the expected accident rates. To eliminate the effect of regression to the mean, a Bayesian approach was adopted to estimate expected accident rates in the before and after periods. Results of the analysis indicated that the beta distribution adequately fitted accident reduction factor frequencies. Also, accident reduction factors at individual site level were found to be positively correlated with accident rates in the before period. When pavement marking was considered at all sites irrespective of their accident experience, no statistically significant safety impact was observed. However, pavement marking at hazardous sites provided a significant level of accident reduction. Thus, it can be concluded that pavement marking does improve the safety of hazardous sites on rural undivided highways.

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References

1.
Al‐Masaeid, H. R. (1990). “Bayesian approach to the estimation of expected number of accidents,” PhD thesis, Purdue University, West Lafayette, Ind.
2.
Creasey, T., and Agent, K. (1985). “Development of accident reduction factors.” Res. Rep. UKTRP‐85‐6, Kentucky Transportation Research Program, University of Kentucky, Lexington, Ky.
3.
Glennon, J. C. (1979). “Design and traffic control guidelines for low‐volume rural roads.” NCHRP Rep. 214, National Research Council, Washington, D.C.
4.
Glennon, J. C. (1985). “Accident effects of centerline markings on low‐volume rural roads.” Transp. Res. Record 1027, National Research Council, Washington, D.C., 7–13.
5.
Hauer, E., and Persaud, B. N. (1987). “How to estimate the safety of rail‐highway grade crossing and the safety effects of warning devices.” Transp. Res. Record 1114, National Research Council, Washington, D.C., 131–140.
6.
Highway safety stewardship report. (1981). Federal Highway Administration (FHWA), U.S. Department of Transportation, Washington, D.C., 41–58.
7.
Highway safety stewardship report. (1982). Federal Highway Administration (FHWA), U.S. Department of Transportation, Washington, D.C., 39–64.
8.
Manual on uniform traffic control devices. (1988). Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
9.
Mendenhall, W., Scheaffer, R., and Wackerly, D. (1981). Mathematical statistics with applications, 2nd Ed., DuxBury Press, Boston, Mass.
10.
Morris, C. (1988). “Discussion of Bayesian identification of hazardous locations” by J. Higle and J. Witkowski, Transp. Res. Record 1185, National Research Council, Washington, D.C., 24–36.
11.
Persaud, B. N. (1986). “Safety migration, the influence of traffic volumes, and other issues in evaluating safety effectiveness—some findings on conversion of intersection to multiway stop control.” Transp. Res. Record 1068, 108–114.
12.
Persaud, B. N. (1988). “Do traffic signals affect safety? Some methodological issues.” Transp. Res. Record 1185, National Research Council, Washington, D.C., 37–47.
13.
Traffic statistics—1982. (1983). Indiana Department of Highways, Division of Planing, Indianapolis, Ind.
14.
Traffic statistics. (1989). Indiana Department of Highways, Division of Program Development, Indianapolis, Ind.
15.
Wright, C. C., Abbess, C. R., and Jarrett, D. F. (1988). “Estimating the regression‐to‐mean effect associated with road accident black spot treatment: towards a more realistic approach.” Accident Analysis and Prevention, 20(3), 199–214.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 120Issue 5September 1994
Pages: 723 - 736

History

Received: Jun 28, 1993
Published online: Sep 1, 1994
Published in print: Sep 1994

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Authors

Affiliations

Hashem R. Al‐Masaeid
Asst. Prof. of Civ. Engrg., Jordan Univ. of Sci. and Tech., Irbid, Jordan
Kumares C. Sinha, Fellow, ASCE
Prof. of Civ. Engrg., Civ. Engrg. Building, Purdue Univ., West Lafayette, IN 47907

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