TECHNICAL PAPERS
Apr 15, 2003

Effects of Bridge Deck Thickness on Properties and Behavior of Bridge Decks

Publication: Practice Periodical on Structural Design and Construction
Volume 8, Issue 2

Abstract

About two years ago, the Alabama Department of Transportation (ALDOT) increased its minimum bridge deck thickness to 178 mm (7 in.), and thus ALDOT’s deck thicknesses now range from 178 to 197 mm (7–7.75 in.). Even with the upgrade, ALDOT still utilizes the thinnest decks in the country. Thicker bridge decks are stiffer, stronger, and should provide a longer service life; however, they cost more and require a stronger and more costly support girder system. All of the parameters investigated in the parameter sensitivity study, with the exception of two (deck unit weight and initial cost), support increasing Alabama’s minimum bridge deck thickness. An increase in thickness from 178 to 203 mm (7–8 in.) would cause the deck unit weight to increase 287–575 N/m2 (6–12 psf), depending on whether the concrete is added to the top or the underside of the deck. This would increase the cost of the bridge deck around $2.15/m2 ($1.80/yd2), and would translate into an increase in deck initial cost of around 2–3%. However, increasing the deck thickness from 178 to 203 mm (7–8 in.) would also increase the deck service life, which would reduce the life-cycle cost of the deck/bridge.

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References

Barker, R. M., and Puckett, J. A. (1997). Design of highway bridges, Wiley, New York.
Graddy, J. C., Burns, N. H., and Klinger, R. E. (1995). “Factors affecting the design thickness of bridge slabs.” Center for Transportation Research Rep. 1305-3F, Univ. of Texas at Austin, Austin, Tex.
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Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 8Issue 2May 2003
Pages: 83 - 93

History

Received: Aug 14, 2001
Accepted: Jan 28, 2002
Published online: Apr 15, 2003
Published in print: May 2003

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Authors

Affiliations

Daniel M. Balmer
Tucker-Jones Engineers Associated, 3300 Cahaba Rd., Suite 210, Birmingham, AL 35223.
George E. Ramey
Dept. of Civil Engineering, Harbert Engineering Center, Auburn Univ. Auburn, AL 36849.

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