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contributor authorStephen McRae
contributor authorGeorge E. Ramey
date accessioned2017-05-08T21:22:43Z
date available2017-05-08T21:22:43Z
date copyrightAugust 2003
date issued2003
identifier other%28asce%291084-0680%282003%298%3A3%28172%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49099
description abstractA companion paper reported on theoretical considerations associated with adding girder lines to rehabilitate highway bridge decks and superstructures. This article reports on practical, construction, and cost considerations associated with the addition of girder lines rehabilitation strategy. Results of the investigation indicate that adding longitudinal girders between the existing girders is a viable bridge superstructure rehabilitation strategy. The two primary merits of the strategy are (1) most of the work can be performed from the underside of the bridge, thus minimizing interference with traffic; and (2) the strategy strengthens and stiffens the deck/superstructure and, therefore, should significantly prolong the remaining service life of the existing girders and deck. The greatest drawback to the adding girder lines strategy is its high initial cost. Because of this high cost, the strategy is not recommended except in special cases.
publisherAmerican Society of Civil Engineers
titleRehabilitation of Bridge Superstructures via the Addition of Girder Lines. II: Practical Considerations
typeJournal Paper
journal volume8
journal issue3
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2003)8:3(172)
treePractice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 003
contenttypeFulltext


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