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Research article
First published January 2003

Box-Beam Burster Energy-Absorbing Terminal Bridge Pier Protection System

Abstract

A new box-beam burster energy-absorbing terminal (BEAT) bridge pier (BEAT-BP) protection system was successfully crash tested according to the safety performance criteria presented in NCHRP Report 350. The system comprises two BEAT crash cushions and a frame that envelops the bridge piers. Because of the close proximity to the piers, the system has a footprint significantly smaller than those of the other available options. Three crash tests were considered necessary to evaluate the BEAT-BP protection system and were conducted successfully: a pickup truck critical impact point (CIP) transition test at a bridge pier (Test Designation 3-21), a pickup truck CIP test at the connection between the crash cushion and the tubular frame structure (Test Designation 3-38), and a pickup truck end-on test for the crash cushion (Test Designation 3-31). A total of four crash tests were conducted, including one failed test (Test BP-2). The BEAT-BP protection system performed satisfactorily in all three required crash tests, meeting all evaluation criteria set forth in the guidelines of NCHRP Report 350.

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References

1. Sicking D. L., and Keller E. Crash Testing of Box-Beam Burster Energy Absorbing Guardrail Terminal. MwRSF Research Report TRP-03-106-00. Midwest Roadside Safety Facility, University of Nebraska–Lincoln, Sept. 2000.
2. Polivka K. A., Rohde J. R., Reid J. D., Sicking D. L., Faller R. K., and Holloway J. C. Evaluation of the Box-Beam Burster Energy-Absorbing Terminal-Median Barrier Terminal (BEAT-MT). Final Report to Safety by Design Company, Inc. Transportation Research Report TRP-03-110-01. Midwest Roadside Safety Facility, University of Nebraska–Lincoln, Dec. 14, 2001.
3. Bielenberg B. W., Faller R. K., Holloway J. C., Reid J. D., Rohde J. R., and Sicking D. L. Safety Performance Evaluation of a Single-Sided Crash Cushion. Final Report to Safety by Design Company, Inc. Transportation Research Report TRP-03-111-02. Midwest Roadside Safety Facility, University of Nebraska–Lincoln, Jan. 7, 2002.
4. Ross H. E. Jr., Sicking D. L., Zimmer R. A., and Michie J. D. NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, D.C., 1993.
5. Bielenberg B. W., Reid J. D., Faller R. K., Rohde J. R., Sicking D. L., Keller E. A., Holloway J. C., and Supencheck L. Phase III Development of a Bullnose Guardrail System for Median Applications. Final Report to the Midwest State’s Regional Pooled Fund Program. Transportation Research Report TRP-03-95-00, Project SPR-3(017)—Years 7 and 8. Midwest Roadside Safety Facility, University of Nebraska–Lincoln, June 1, 2000.

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Article first published: January 2003
Issue published: January 2003

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© 2003 National Academy of Sciences.
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Authors

Affiliations

John R. Rohde
Department of Civil Engineering, Midwest Roadside Safety Facility, 527 Nebraska Hall, University of Nebraska—Lincoln, Lincoln, NE 68588-0529
Dean L. Sicking
Department of Civil Engineering, Midwest Roadside Safety Facility, 527 Nebraska Hall, University of Nebraska—Lincoln, Lincoln, NE 68588-0529
John D. Reid
Department of Mechanical Engineering, Midwest Roadside Safety Facility, 527 Nebraska Hall, University of Nebraska—Lincoln, Lincoln, NE 68588-0529

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