Research Article
May 1971

Design Requirements for Safer Highway Bridge Rails

Publication: Transportation Engineering Journal of ASCE
Volume 97, Issue 2

Abstract

Recent accident information obtained during 1965-1968 indicates that: (1) approximately 22% of the fixed object freeway fatal accidents involve bridge railing systems, and (2) certain areas of a bridge railing system if not properly designed, or adequately protected, or both can constitute a hazardous condition to an out-of-control vehicle. In order to evaluate the performance of a bridge railing system, a simple mathematical model simulating a standard size vehicle striking a railing has been developed and verified. This model takes into consideration vehicle parameters as well as roadway characteristics. Employing the model and extending the work of the National Safety Council, a first approximation has been made to estimate decelerations or impact forces. Based on the experience and judgment of highway engineers, available research, and the results of this study, a Tentative List of Bridge Railing Service Requirements has been defined to help the highway engineer appraise or design any bridge railing system.

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Published In

Transportation Engineering Journal of ASCE
Volume 97Issue 2May 1971
Pages: 291 - 304

History

Published in print: May 1971
Published online: Feb 5, 2021

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Robert M. Olson, M.ASCE
Assoc. Prof. of Civ. Engrg. and Assoc. Res. Engr., Texas Transp. Inst., Texas A&M Univ., College Station, Texas.
Edward R. Post
Asst. Res. Engr., Texas Transp. Inst., Texas A&M Univ., College Station, TX.
Don L. Ivey, AM.ASCE
Assoc. Prof. of Civ. Engrg. and Assoc. Res. Engr., Texas Transp. Inst., Texas A&M Univ., College Station, TX.

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