TECHNICAL PAPERS
Jun 1, 1995

Assessing Infrastructure Deficiencies: The Case of Highway Bridges

Publication: Journal of Infrastructure Systems
Volume 1, Issue 2

Abstract

This paper assesses deficiencies in highway bridges as a case study of the present state of an important segment of the nation's infrastructure. The National Bridge Inventory (NBI) contains a considerable amount of information about the characteristics of the U.S. highway bridge population. Condition ratings reflect physical deterioration due to environmental effects and traffic, and appraisal ratings indicate changes in traffic volume, existing load capacities, and compliance with safety standards related to bridge geometry and clearances. Expressed in percentages of bridge counts, the major deficiencies defined by low ratings rank as follows: deck geometry; structural evaluation; and conditions of substructure, superstructure and deck. Rank and percentages of deficiencies vary by superstructure material. Generally, structural deficiencies are lower for concrete bridges than for steel or timber bridges. Funding and maintenance policy differences among states and local governments are evident from the percentages of newly constructed or reconstructed bridges rated deficient and from the changes in the various deficiencies with age. The rates of increase with bridge age of the major deficiencies raise an interesting question: Are transportation growth and increase in vehicular loads more important than maintenance as causes of highway bridge deficiency or obsolescence?

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References

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Bridge condition assessment: inaccurate data may cause inequities in the apportionment of federal-aid funds. (1988). U.S. General Accounting Office, Washington, D.C.
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Bridge inspector's training manual/90. (1991). Federal Highway Administration, Washington, D.C.
3.
Bridge inspection manual-82. (1982). New York State Department of Transportation, Albany, N.Y.
4.
Dunker, K. F., and Rabbat, B. G.(1990a). “Highway bridge type and performance patterns.”J. Perf. of Constr. Fac., ASCE, 4(3), 161–173.
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Dunker, K. F., and Rabbat, B. G.(1990b). “Performance of highway bridges.”Concrete Int., 12(8), 40–43.
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Dunker, K. F., and Rabbat, B. G.(1992). “Performance of prestressed concrete bridges in the United States—the first 40 years.”PCI J., 37(3), 48–64.
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Dunker, K. F., and Rabbat, B. G.(1993). “Why America's bridges are crumbling.”Scientific Am., 268(3), 66–72.
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Dunker, K. F., and Rabbat, B. G. (1994). “Characteristics of the U.S. highway bridge population.”Proc. 1st Cong. Com. in Civ. Engrg., ASCE, New York, N.Y., 1006–1013.
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“General qualifications for eligible deficient bridges.” (1992). Federal Highway Administration, Washington, D.C.
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Highway bridge replacement and rehabilitation program, eleventh report of the secretary of transportation to the United States Congress. (1993). Federal Highway Administration, Washington, D.C.
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Recording and coding guide for the structure inventory and appraisal of the nation's bridges. (1988). Bridge Management Branch, Bridge Division, Federal Highway Administration, Washington, D.C.
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The status of the nation's highways, bridges, and transit: conditions and performance, a summary. (1993). Federal Highway Administration and Federal Transit Administration, Washington, D.C.
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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 1Issue 2June 1995
Pages: 100 - 119

History

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

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Authors

Affiliations

Kenneth F. Dunker
Assoc. Prof., Dept. of Civ. and Constr. Engrg., Iowa State Univ., Ames, IA 50011-3232.
Basile G. Rabbat, Members, ASCE
Mgr., Struct. Codes, Portland Cement Assoc., Skokie, IL 60077-1083.

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