Abstract

Metal bridges are subject to in-service fracture problems mainly caused by fatigue. This report considers the prevention of bridge failure by the performance of periodic nondestructive evaluations. Differences in visual and other nondestructive inspect ions are discussed. The use of preliminary inspection strategies for proper testing also is presented. The suitability of common types of nondestructive testing for bridge inspections also are included.

Report Date

3-1984

Report Number

UKTRP-84-4

Digital Object Identifier

http://dx.doi.org/10.13023/KTC.RR.1984.04

Notes

The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the University of Kentucky, the Federal Highway Administration, or the Kentucky Transportation Cabinet. This report does not constitute a standard, specification, or regulation.

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