TECHNICAL PAPERS
Jun 1, 1994

Applications of Field Testing to Bridge Evaluation

Publication: Journal of Structural Engineering
Volume 120, Issue 6

Abstract

Bridge testing is rapidly becoming a major tool in evaluation. Despite improved structural analysis there are numerous cases in which field testing may be the best way to help ensure future safe performance. The reasons for testing include uncertainties in material and structural modeling and concerns for serviceability limit states. Switzerland has long experience in testing new bridges before allowing them to go into service. The general testing plan, the responses that are modeled, and an example are described. The aim in this paper is to extend these bridge‐testing methods to strength‐evaluation activity. The Swiss approach in testing offers a compromise between a diagnostic performance test and a proof‐loading check on capacity. The level of test loading is normally about 80–85% of the code‐specified serviceability or unfactored load, which is still significantly above the expected lifetime maximum traffic loading. The paper describes in detail a risk model appropriate to modeling the risks during the testing as well as the benefits in higher safety indices gained after the testing. An example is described in the paper.

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 120Issue 6June 1994
Pages: 1745 - 1762

History

Received: Dec 18, 1992
Published online: Jun 1, 1994
Published in print: Jun 1994

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Authors

Affiliations

Fred Moses, Member, ASCE
Prof. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, PA 15261‐2294
Jean Paul Lebet
Res. Engr., ICOM (Steel Struct.), Swiss Federal Inst. of Technol., 1015 Lausanne, Switzerland
Rolf Bez
Res. Engr., ICOM (Steel Struct.), Swiss Federal Inst. of Technol., 1015 Lausanne, Switzerland

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