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    Deck Thickness Considerations for CIP Reinforced Concrete Bridge Decks

    Source: Practice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 001
    Author:
    George E. Ramey
    DOI: 10.1061/(ASCE)1084-0680(2001)6:1(35)
    Publisher: American Society of Civil Engineers
    Abstract: The Alabama Department of Transportation (ALDOT) employs thinner decks on their highway bridges than almost all other states and countries, and unfortunately many of these decks are exhibiting significant levels of cracking and premature deterioration. Up until about two years ago, ALDOT deck depths ranged from 6 1/4 in. (159 mm) to 7 3/4 in. (197 mm), with the depth depending primarily on the girder spacing. Since that time, ALDOT has increased their minimum deck thickness to 7 in. (178 mm); however, they still employ thinner decks than most other highway agencies. As a first step in investigating bridge deck thickness and related deck design parameters, a survey questionnaire was prepared and sent to all state Departments of Transportation. Results of the survey indicate that the most common of the current design deck thickness in the United States is 8 in. (203 mm). Most states (61%) design-in an extra 1/2 in. (13 mm) of deck thickness to allow for future grinding, and most states (67%) do not employ a wearing surface on their decks. Other results of the survey questionnaire are presented and discussed.
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      Deck Thickness Considerations for CIP Reinforced Concrete Bridge Decks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49010
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    contributor authorGeorge E. Ramey
    date accessioned2017-05-08T21:22:37Z
    date available2017-05-08T21:22:37Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%291084-0680%282001%296%3A1%2835%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49010
    description abstractThe Alabama Department of Transportation (ALDOT) employs thinner decks on their highway bridges than almost all other states and countries, and unfortunately many of these decks are exhibiting significant levels of cracking and premature deterioration. Up until about two years ago, ALDOT deck depths ranged from 6 1/4 in. (159 mm) to 7 3/4 in. (197 mm), with the depth depending primarily on the girder spacing. Since that time, ALDOT has increased their minimum deck thickness to 7 in. (178 mm); however, they still employ thinner decks than most other highway agencies. As a first step in investigating bridge deck thickness and related deck design parameters, a survey questionnaire was prepared and sent to all state Departments of Transportation. Results of the survey indicate that the most common of the current design deck thickness in the United States is 8 in. (203 mm). Most states (61%) design-in an extra 1/2 in. (13 mm) of deck thickness to allow for future grinding, and most states (67%) do not employ a wearing surface on their decks. Other results of the survey questionnaire are presented and discussed.
    publisherAmerican Society of Civil Engineers
    titleDeck Thickness Considerations for CIP Reinforced Concrete Bridge Decks
    typeJournal Paper
    journal volume6
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2001)6:1(35)
    treePractice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 001
    contenttypeFulltext
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