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    Bridge Deck Construction Using Type K Cement

    Source: Journal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 004
    Author:
    Michael V. Phillips
    ,
    George E. Ramey
    ,
    David W. Pittman
    DOI: 10.1061/(ASCE)1084-0702(1997)2:4(176)
    Publisher: American Society of Civil Engineers
    Abstract: Because 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.
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      Bridge Deck Construction Using Type K Cement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50380
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    contributor authorMichael V. Phillips
    contributor authorGeorge E. Ramey
    contributor authorDavid W. Pittman
    date accessioned2017-05-08T21:24:39Z
    date available2017-05-08T21:24:39Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%291084-0702%281997%292%3A4%28176%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50380
    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.
    publisherAmerican Society of Civil Engineers
    titleBridge Deck Construction Using Type K Cement
    typeJournal Paper
    journal volume2
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(1997)2:4(176)
    treeJournal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 004
    contenttypeFulltext
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