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contributor authorDaniel M. Balmer
contributor authorGeorge E. Ramey
date accessioned2017-05-08T21:22:42Z
date available2017-05-08T21:22:42Z
date copyrightMay 2003
date issued2003
identifier other%28asce%291084-0680%282003%298%3A2%2883%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49086
description abstractAbout 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/m
publisherAmerican Society of Civil Engineers
titleEffects of Bridge Deck Thickness on Properties and Behavior of Bridge Decks
typeJournal Paper
journal volume8
journal issue2
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2003)8:2(83)
treePractice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 002
contenttypeFulltext


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