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Research article
First published January 1996

Proof Load Testing of Highway Bridges

Abstract

It is estimated that there are more than half a million highway bridges in the United States. Many of these bridges have deteriorated considerably because of age and inadequate maintenance and inspections, whereas the average daily truck traffic and truck loads have increased. Careful evaluation is required to make rational economic and safety decisions concerning the rehabilitation of each bridge. Proof load testing is an efficient tool that can be used to evaluate the performance of existing bridges. The objective of the study was to ensure the safety of two highway bridges located in Michigan by proof load testing. For the first bridge the design details were not available, and the second bridge had heavy corrosion in the lower flanges of its steel girders. Usually, the proof load level is about twice the maximum allowable load. Allowable loads in Michigan are considerably higher than those in other states. Therefore, military tanks on flatbed trailers were used to achieve the high target proof load levels. These tanks were provided by the Michigan National Guard. Load was increased in several steps, and the strains and deflections in the girders were measured. No sign of distress was observed during the tests. The capacity of each bridge was found to be significantly higher than the analytical capacity.

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References

1. The State of the Nation's Highway and Bridges: Condition and Performance and Highway Bridge Replacement and Rehabilitation Program. FHWA, U.S. Department of Transportation, 1989.
2. Lichtenstein A. G. Bridge Rating Through Nondestructive Load Testing. NCHRP Project 12-28(13) A Final Draft. TRB, National Research Council, Washington, D.C., June 1993.
3. Michigan Bridge Analysis Guide. Michigan Department of Transportation, Lansing, Dec. 1983.
4. Jaeger L. G., and Bakht B. Bridge Analysis by Microcomputer. McGraw-Hill Book Company, New York, 1989.
5. Nassif H. H., and Nowak A. S. Dynamic Load Spectra for Girder Bridges. In Transportation Research Record 1476, TRB, National Research Council, Washington, D.C., 1995, pp. 69–83.
6. Pinjarkar S. G. Proof Load Testing of Florida Turnpike Sunshine State Parkway Bridge No. 37. Raths, Raths & Johnson, Inc., July 1988.
7. Juntunen D. A., and Isola M. C. Proof Load Test of R01 of 61131 M-37 over CSX Railroad, South of Bailey, Michigan. Michigan Department of Transportation, Lansing, April 1995.

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Article first published: January 1996
Issue published: January 1996

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© 1996 National Academy of Sciences.
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Authors

Affiliations

Vijay Saraf
Department of Civil and Environmental Engineering, 2370 G. G. Brown Building, University of Michigan, Ann Arbor, Mich. 48109-2125.
Andrej F. Sokolik
Department of Civil and Environmental Engineering, 2370 G. G. Brown Building, University of Michigan, Ann Arbor, Mich. 48109-2125.
Andrzej S. Nowak
Department of Civil and Environmental Engineering, 2370 G. G. Brown Building, University of Michigan, Ann Arbor, Mich. 48109-2125.

Notes

The results presented herein are those of the authors and do not necessarily reflect the opinions of the sponsors.
Publication of this paper sponsored by Committee on Dynamics and Field Testing of Bridges.

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