TECHNICAL PAPERS
Feb 24, 2010

Bridge Deck Patching Material Evaluation

Publication: Journal of Bridge Engineering
Volume 15, Issue 6

Abstract

Deck patching is a common practice used when bridge decks have local deterioration but do not yet warrant full replacement. Rapid setting patch materials provide a quick and economical way to patch deteriorated areas without significant lane closure time. While these materials set quickly and often achieve high early strength, their long-term performance in corrosive environments and under heavy traffic loads is sometimes poor. In addition, little guidance is provided in terms of standardized testing for these materials that addresses the key properties needed for long-term service life. This paper details a testing program that evaluates a number of deck patch materials and the development of a testing protocol for material evaluation.

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Acknowledgments

The writers are grateful for the support of the Pennsylvania Department of Transportation for this research under Work Order No. UNSPECIFIED10 through the Mid-Atlantic University Transportation Center. The assistance of Walt Checefsky, Dave Elmer, Michelle Tarquino, and Lisa Karavage at Penn DOT was valuable to the successful completion of this work. All research work was performed at Penn State when the writers were in residence there. The opinions expressed in this paper are those of the writers and not necessarily those of the sponsors.

References

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ASTM. (2005b). “Standard test method for bond strength of epoxy-resin systems used with concrete by slant shear.” C882, West Conshohocken, Pa.
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Cervo, N., and Schokker, A. (2008). “Bridge deck patching materials.” Rep. No. FHWA-PA-2007-023-510401-10, The Thomas D. Larson Pennsylvania Transportation Institute, State College, Pa.
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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 15Issue 6November 2010
Pages: 723 - 730

History

Received: May 11, 2008
Accepted: Feb 22, 2010
Published online: Feb 24, 2010
Published in print: Nov 2010

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Authors

Affiliations

Nicholas M. Cervo [email protected]
Structures Designer, HDR Engineering Inc., 11 Stanwix St., Suite 800, Pittsburgh, PA 15222 (corresponding author). E-mail: [email protected]
Andrea J. Schokker, M.ASCE [email protected]
Professor and Head of Civil Engineering, The Univ. of Minnesota Duluth, 1305 Ordean Court, Duluth, MN 55812. E-mail: [email protected]

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