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Research article
First published January 1999

Development of a Flared End Terminal That Meets Criteria of NCHRP Report 350: The REGENT System

Abstract

A project to develop a flared guardrail end terminal system that would meet NCHRP Report 350 Test Level 3 (100 km/h) requirements was initiated at the request of a group of small guardrail manufacturers that did not have access to such a system. This was a major concern to this group that needed to have access to such a system before the October 1998 Intermodel Surface Transportation Efficiency Act of 1991 implementation date for NCHRP Report 350 roadside hardware. A set of design, performance, and cost objectives was established, and a decision was made to qualify the system for both weak and strong soils. The development project resulted in a new type of design and specifications for the wood posts used in the end terminal section. The redirective and gating end terminal (REGENT) system was designed and tested to meet the conditions described in NCHRP Report 350 (Test Level 3) and was approved for use on the National Highway System by FHWA. The REGENT system was tested when it was attached to both wood and steel downstream guardrail posts.

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References

1. Ross H. E. Jr., Sicking D. L., Zimmer R. A., and Michie J. D. NHCRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, D.C., 1993.
2. NCHRP 350 Crash Test Report for the REGENTTMSystem. Test Report P017622. E-TECH Testing Services, Rocklin, Calif., April 1998.
3. 1994 Standard Grading Rules for Southern Pine Lumber. Southern Pine Inspection Bureau, Pensacola, Fla., 1994.
4. AASHTO-ARTBA-AGC Joint Cooperative Committee, Subcommittee on New Highway Materials, Task Force 13. A Guide to Standardized Highway Barrier Rail Hardware. AASHTO, Washington, D.C., 1979.
5. Roadside Design Guide. AASHTO, Washington, D.C., 1996.
6. Design, Construction and Maintenance of Highway Safety Features and Appurtenances Users Guide. Highway Research Center, Harbert Engineering Center, Auburn University, Auburn, Ala., 1997.
7. Rohde J., and Reid J. Evaluation of the Performance Criteria for Wood Posts in Strong-Post W-Beam Guardrail. Presented at 76th Annual Meeting of the Transportation Research Board, Washington, D.C., 1997.
8. Plaxico C. A., Patzner G. S., and Ray M. H. Response of Guardrail Posts Under Parametric Variation of Wood and Soil Strength. University of Iowa, Iowa City, 1998.

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Article first published: January 1999
Issue published: January 1999

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© 1999 National Academy of Sciences.
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Authors

Affiliations

Owen S. Denman
E-TECH Testing Services, Inc., 3617-B Cincinnati Avenue, Rocklin, CA 95765
James B. Welch
Energy Absorption Systems, Inc., 3617 Cincinnati Avenue, Rocklin, CA 95765

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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