SPECIAL SECTION: HAZARDOUS MATERIALS TRANSPORTATION
Mar 1, 1993

Procedure for Developing Truck Accident and Release Rates for Hazmat Routing

Publication: Journal of Transportation Engineering
Volume 119, Issue 2

Abstract

To conduct risk assessments in routing studies for the highway transportation of hazardous materials (hazmat), estimates of accident and release rates are essential. Published literature underscores the importance of these rates in risk assessment, and the significant shortcomings of the available data. Truck accident rates are developed in this paper as a function of roadway type and area type (urban/rural) from state data on highway geometrics, traffic volume, and accidents. Release probabilities in accidents are derived from a combination of federal and state truck accident data bases. The procedure is presented in detail. A discussion of the dangers of combining data from different states is also presented, along with justification for the decision of the writers to do so. A revised model for the accident probability portion of the U.S. Department of Transportation (DOT) hazardous materials routing guidelines is recommended. Statistical tests are presented to determine whether accident rates based on site‐specific data or systemwide values, such as those derived in this paper, should be used for any particular route segment.

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References

1.
Barber, E. J., and Hildebrand, L. K. (1980). “Guidelines for applying criteria to designate routes for transporting hazardous materials.” Report No. FHWA‐IP‐80‐15, Federal Hwy. Admin., Washington, D.C.
2.
Carsten, O. (1987). “Safety implications of truck configuration.” 66th Ann. Meeting, Transp. Res. Board, Washington, D.C.
3.
Glickman, T. S. (1988). “Benchmark estimates of release accident rates in hazardous materials transportation by rail and truck.” Transp. Res. Record 1193, Transp. Res. Board, Washington, D.C.
4.
Graf, V. D., and Archuleta, K. (1985). “Truck accidents by classification.” Report No. FHWA/CA/TE‐85, California Dept. of Transp., Sacramento, Calif.
5.
Graham, J. L., and Harwood, D. W. (1982). “Effectiveness of clear recovery zones.” NCHRP Report 247, Transp. Res. Board, Washington, D.C.
6.
Harwood, D. W., and Russell, E. R. (1989). “Present practices of highway transportation of hazardous materials.” Report No. FHWA‐RD‐89‐013, Federal Hwy. Admin., Washington, D.C.
7.
Harwood, D. W., Russell, E. R., and Viner, J. G. (1989). “Characteristics of accidents and incidents in highway transportation of hazardous materials.” 68th Ann. Meeting, Transp. Res. Board, Washington, D.C.
8.
Mulinazzi, T. E., and Michael, H. L. (1967). “Correlation of design characteristics and operational controls with accident rates on urban arterials.” Proc., 53rd Ann. Road School, Engineering Bulletin of Purdue University, Series No. 128, Purdue Univ., West Lafayette, Ind.
9.
Ng, J. C. N., and Hauer, E. (1988). “Accidents on rural two‐lane roads: Differences between seven states.” 68th Ann. Meeting, Transp. Res. Board, Washington, D.C.
10.
“Guidelines for applying criteria to designate routes for transporting hazardous materials.” (1989). Report No. DOT/RSPA/OHMT‐89‐02, Federal Hwy. Admin., Washington, D.C.
11.
Smith, S. A., et al. (1983a). “Identification quantification and structuring of two‐lane rural highway safety problems and solutions.” Report No. FHWA/RD‐83/021, Federal Hwy. Admin., Washington, D.C.
12.
Smith, S. A., et al. (1983b). “Identification quantification and structuring of two‐lane rural highway safety problems and solutions.” Report No. FHWA/RD‐83/022, Federal Hwy. Admin., Washington, D.C.
13.
Smith, R. N. (1973). Predictive parameters for accident rates. California Div. of Hwys., Sacramento, Calif.
14.
Urbanek, G. L., and Barber, E. J. (1980). “Development of criteria to designate routes for transporting hazardous materials.” Report No. FHWA‐RD‐80‐105, Federal Hwy. Admin., Washington, D.C.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 119Issue 2March 1993
Pages: 189 - 199

History

Received: Sep 22, 1992
Published online: Mar 1, 1993
Published in print: Mar 1993

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Authors

Affiliations

Douglas W. Harwood, Member, ASCE
Prin. Traffic Engr., Midwest Res. Inst., 425 Volker Blvd., Kansas City, MO 64110
John G. Viner
Sr. Res. Engr., Traffic Safety Res. Div. (HSR‐30), Turner‐Fairbanks Hwy. Res. Ctr., 6300 Georgetown Pike, McLean, VA 22101
Eugene R. Russell, Member, ASCE
Kansas State Univ., Civ. Engrg. Dept., Manhattan, KS 66506

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