TECHNICAL PAPERS
Feb 1, 2002

Evaluation of Performance of Bridge Deck Expansion Joints

Publication: Journal of Performance of Constructed Facilities
Volume 16, Issue 1

Abstract

The bridge deck expansion joint is an important element in the functioning of bridge structures. When joints fail to function properly, they can create problems out of proportion to their size. Selection of a good joint for use can create fewer bridge maintenance problems. The purpose of the study was to evaluate the performance of several types of joints currently in use on Indiana highway bridges. The types of joints investigated are compression seal, strip seal, integral abutment, poured silicone, and polymer modified asphalt. The research was accomplished through questionnaire surveys, analysis of Indiana Department of Transportation roadway management data, and expert interviews. The questionnaire survey identified the problems and their causes and the merits and potential improvements of each type of joint. The analysis of Indiana roadway management data ranked the performance of different types of joints based on the deterioration rates estimated by the regression coefficients. The expert interviews investigated the practices of Indiana and its surrounding states regarding the selection and maintenance of joints. Based on the research results, several suggestions were proposed to ensure the longer service life of expansion joints.

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References

Chang, L. M., and Georgy, M. (1999). “Warranty clauses for INDOT steel bridge paint contracts.” Steel Bridge Protection Policy, Volume V, Final Report, Rep. No. FHWA/IN/JTRP-98/21, Purdue University, West Lafayette, Ind., 9–13.
Federal Highway Administration (FHWA). (1995). “Recording and coding guide for the structure inventory and appraisal of the Nation’s bridges.” Rep. No. FHWA-PD-96-001, Washington, D.C., 37–38.
Fincher, H. E. (1983). “Evaluation of rubber expansion joints for bridges.” Rep. No. FHWA/IN/RTC-83/1, Washington, D.C., 15–16.
Guzaltan, F. (1993) Bridge inspection and rehabilitation—A practical guide. L. G. Silano, ed., Wiley, New York, 229–230.
Hair, J. F., Anderson, R. E., Tatham, R. L., and Black, W. C. (1998). Multivariate data analysis. 5th Ed., Prentice-Hall, Upper Saddle River, N.J., 90–92.
Lee, D. J. (1994). Bridge bearing and expansion joints. 2nd Ed., E & FN Spon, London, 52–53.
Price, A. R. (1984). “The performance in service of bridge expansion joints.” TRRL Report LR 1104, Transport and Road Research Laboratory, Crowthorne, U.K., 4–10.
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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 16Issue 1February 2002
Pages: 3 - 9

History

Received: Apr 24, 2001
Accepted: Sep 21, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002

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Authors

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Luh-Maan Chang
Associate Professor, Division of Construction Engineering and Management, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1294.
Yao-Jong Lee
PhD Candidate, Division of Construction Engineering and Management, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1294.

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