TECHNICAL PAPERS
Mar 1, 1995

Commingled Plastic Guardrail Post

Publication: Journal of Transportation Engineering
Volume 121, Issue 2

Abstract

There has been an increased interest in the use of recyclable materials due to environmental and economic concerns. As a result, the use of recycled materials in roadside safety features is being explored. In the present paper, a guardrail post manufactured from recycled plastic and steel is evaluated for possible use along highways. Tests were carried out on two cross-sectional configurations. A static cantilever bending test shows that although the plastic posts have less stiffness and strength than a standard wooden post, their energy absorption is approximately three times as large as their wooden counterpart. The plastic posts behaved essentially as rigid elements and sustained no permanent damage in standard in-situ tests. A large pendulum was used to impact the posts in an in-situ condition, and also with a fixed base and a variation of post temperature. Comparison of performance with standard posts was favorable. Finally, a full-scale crash test using a 20-kN (4,500-lb) automobile traveling at 96 km/h (mi/h) and making contact at a 25° angle shows that the commingled plastic post and W-beam guardrail can successfully contain and redirect an errant vehicle.

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References

1.
Bronstad, M. E., Calcote, L. R., Ray, M. H., and Mayer, J. B. (1988). “Guardrail-bridge rail transition designs—volume 1, research report.”Rep. No. FHWA/RD- 86 /178, Federal Highway Administration, Washington, D.C.
2.
Calcote, L. R. (1980). “Development of a cost-effective model for guardrail selection.”Rep. No. FHWA- RD - 78 - 75, Federal Highway Administration, McLean, Va.
3.
Dewey, J. F. Jr., Jeyapalan, J. K., Hirsch, T. J., and Ross, H. E. Jr. (1983). “A study of the soil-structure interaction behavior of highway guardrail posts.”Res. Rep. 343-1, Texas Transp. Inst., Texas A & M University System, College Station, Tex.
4.
Eggers, D. W., and Hirsch, T. J. (1986). “The effects of embedment depth, soil properties, and post type on the performance of highway guardrail post.”Res. Rep. 405-1, Texas Transp. Inst., Texas A & M University System, College Station, Tex.
5.
Michie, J. D. (1981). “Recommended procedures for the safety performance evaluation of highway appurtenances.”NCHRP Rep. 230, Transportation Research Board, Washington, D.C.
6.
Ross, H. E. Jr., Sicking, D. L., Zimmer, R. A., and Michie, J. E. (1993). “Recommended procedures for the safety performance evaluation of highway features.”NCHRP Rep. 350, Transportation Research Board, Washington, D.C.
7.
Sicking, D. L., Bligh, R. P., and Ross, H. E. Jr. (1988). “Optimization of strong post W-beam guardrail.”Res. Rep. 1147- 1F, Texas Transp. Inst., Texas A & M University System, College Station, Tex.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 121Issue 2March 1995
Pages: 201 - 213

History

Published online: Mar 1, 1995
Published in print: Mar 1995

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Authors

Affiliations

Paul N. Roschke
Assoc. Prof., Dept. of Civ. Engrg., Texas A & M Univ., College Station, TX 77843-3136.
Roger P. Bligh
Asst. Res. Engr., Texas Transp. Inst., Texas A & M Univ., College Station, TX 77843-3135.
Kevin R. Pruski, Members, ASCE
Des. Engr., Texas Dept. of Transp., Austin, TX 78710.

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