TECHNICAL PAPERS
May 1, 1996

Guardrail End-Types, Vehicle Weights, and Accident Severities

Publication: Journal of Transportation Engineering
Volume 122, Issue 3

Abstract

A study of guardrail end accidents on the Oklahoma State Highway System (1988–91) examined the severity of exposed and turned-down guardrail end accidents in relation to the type of end, vehicle weight, and vehicle rolling and/or vaulting. The data showed that lightweight vehicles and turned-down ends were associated with increased rolling and/or vaulting. Rolling and/or vaulting was associated with increased accident severity. A direct interaction among end-type, vehicle weight, and accident severity was not present; however, the interaction among end-type, vehicle weight, and rolling/vaulting was statistically significant. In terms of the resulting injury and death, the overall performance of the turned-down ends was no better than the exposed ends that they had replaced.

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References

1.
Agent, K. R., and Pigman, J. G. (1991). “Performance of guardrail end treatments in traffic accidents.”KTC-91-1. Kentucky Transp. Ctr., Univ. of Kentucky, Lexington, Ky., March.
2.
Gattis, J. L., Varghese, J. P., and Toothaker, L. E. (1993). “Analysis of guardrail end accidents in Oklahoma.”Transp. Res. Rec. 1419. TRB, Nat. Res. Council, Washington, D.C., 52–62.
3.
Griffin, L. I. (1991). “An analysis of accidents on turned-down guardrail ends in the state of Texas.”Rep. No. 9901-H, Texas Transp. Inst., College Station, Tex., May.
4.
Official used car guide. (1991). Southwestern Ed. 58(10), National Automobile Dealers Used Car Guide Co., McLean, Va.
5.
Rowan, N. J., Woods, D. L., Stover, V. G., Anderson, D. A., and Dozier, J. H. (1980). “Safety design and operational practices for streets and highways.”Rep. No. TS 80-228, Fed. Hwy. Admin., Washington, D.C., May.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 122Issue 3May 1996
Pages: 210 - 214

History

Published online: May 1, 1996
Published in print: May 1996

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Authors

Affiliations

J. L. Gattis, Member, ASCE,
Assoc. Prof., Mack-Blackwell Transp. Ctr., Univ. of Arkansas, 4190 Bell Engrg. Ctr., Fayetteville, AR 72701.
M. S. Alguire
Res. Statistician, Bureau of Business and Economic Res., Univ. of Arkansas, Bus. Admin. 443, Fayetteville, AR 72701.
S. R. K. Narla
Traffic Engr., Bechtel/Parsons Brinckerhoff, One South Station, Boston, MA 02110.

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