TECHNICAL PAPERS
Mar 1, 2002

Evaluation of Recycled Content Guardrail Posts

Publication: Journal of Transportation Engineering
Volume 128, Issue 2

Abstract

In recent years, there has been an increased interest in the use of recycled materials in highway-related areas by state agencies and research organizations. In the present paper, guardrail posts manufactured from recycled materials are evaluated for possible use in conventional strong-post guardrail systems. Basic physical and mechanical properties of posts are determined through static laboratory tests such as flexure, creep, and density. Their response to environmental variables such as temperature, moisture, and freeze/thaw are investigated through exposure tests. The dynamic response performance of the posts is determined using pendulum impact tests. Static cantilever bending tests have shown that recycled posts are more flexible than conventional wood and steel posts; however, the ultimate load capacities for several recycled posts are comparable to that of conventional posts. The pendulum test results show that the energy absorption of some of the recycled posts is as high as that of conventional wood posts. As a result, the overall performance of recycled posts compares favorably with conventional posts.

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References

ASTM. (1998). Draft: Section D20.95.01—on manufactured recycled plastic lumber and shapes, West Conshohocken, Pa.
Atahan, A.O. (2000). “An investigation of specifications for recycled content guardrail posts.” PhD dissertation, Dept. of Civil Engineering, Texas A&M Univ., College Station, Tex.
Bligh, R. P., Alberson, D. C., and Butler, B. G. (1995). “Applications of recycled materials in roadside safety devices.” Research Rep. 1458-1, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
Bronstad, M. E., Calcote, L. R., Ray, M. H., and Mayer, J. B. (1998). “Guardrail-bridge rail transition designs. Volume 1: research report.” Rep. No. FHWA/RD-86/178, Federal Highway Administration, Washington, D.C.
Federal Highway Administration (FHWA). (1990). “Crush characteristics of the 1800-lb pendulum.” Publication No. FHWA-RD-90-059, McLean, Va.
Ross, H. E., Jr., Sicking, D. L., Zimmer, R. A., and Michie, J. D. (1993). “Recommended procedures for the safety performance evaluation of highway features.” NCHRP Rep. 350, National Research Council, Washington, D.C.
Smith, L. L., and Ramer, R. M. (1992). “Recycled plastics for highway agencies.” Paper No. 920496, Transportation Research Board, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 128Issue 2March 2002
Pages: 156 - 166

History

Received: Oct 31, 2000
Accepted: May 29, 2001
Published online: Mar 1, 2002
Published in print: Mar 2002

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Authors

Affiliations

Ali O. Atahan, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Mustafa Kemal Univ., 31200 Iskenderun, Turkey.
Roger P. Bligh, M.ASCE
Associate Research Engineer, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77840-3135.
Hayes E. Ross, M.ASCE
Research Engineer, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77840-3136.

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