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dc.contributor.authorMichael V. Phillips
dc.contributor.authorGeorge E. Ramey
dc.contributor.authorDavid W. Pittman
dc.date.accessioned2017-05-08T21:24:39Z
dc.date.available2017-05-08T21:24:39Z
dc.date.copyrightNovember 1997
dc.date.issued1997
dc.identifier.other%28asce%291084-0702%281997%292%3A4%28176%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50380
dc.description.abstractBecause drying shrinkage cracking is a major source of bridge deck cracking, and because shrinkage compensating concrete (SCC) is known to substantially reduce shrinkage cracking, the use of SCC should be closely examined in an effort to increase the durability and service life of bridge decks. One of the concerns regarding the use of SCC is its more demanding construction requirements for placement time and for curing. This paper addresses relevant material and construction issues that have resulted in the successful use of SCC for bridge decks. The Ohio Turnpike Commission (OTC) has used SCC exclusively for its new and replacement bridge decks for the past 12 years, and they have been very satisfied with its performance to date. The OTC's evaluation of SCC is that it greatly mitigates shrinkage cracking. The OTC's requirements for SCC at the concrete plant, in-transit, and at the job site are included in this paper. The OTC's construction procedures are presented in the form of a chronological sequence of photographs illustrating the construction activities on a new SCC deck placement in 1994.
dc.publisherAmerican Society of Civil Engineers
dc.titleBridge Deck Construction Using Type K Cement
dc.typeJournal Paper
dc.journal.volume2
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(1997)2:4(176)
dc.treeJournal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 004
dc.contenttypeFulltext


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