YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Inspecting the Lightweight Precast Concrete Panels in the Woodrow Wilson Bridge Deck of 1982

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 006
    Author:
    Benjamin Z. Dymond
    ,
    Susan E. Bowers
    ,
    Carin L. Roberts-Wollmann
    ,
    Thomas E. Cousins
    ,
    Andrea J. Schokker
    DOI: 10.1061/(ASCE)CF.1943-5509.0000046
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a detailed inspection of the deck panels of the Woodrow Wilson Bridge installed in 1982. The original cast-in-place concrete deck, constructed in 1962, was replaced with full-depth lightweight precast concrete deck panels that enabled rapid construction with minimal traffic disruption. The inspection of the Woodrow Wilson deck provides valuable information about the performance of the precast concrete panels, joints, and connections after 20 years of very harsh traffic loads and environmental stressors. The deck panels performed well overall, with the only serious problems at expansion and contraction joints. All of these joints exhibited cracking and rusting. The most prevalent type of cracking appeared to be due to restrained shrinkage between the new polymer concrete, the older precast panels, and the rigid steel joints. This location is more vulnerable to cracking and leaking because there is no prestress across the joint. The multilayered corrosion protection methods used for the transverse and longitudinal post-tensioning tendons were very successful.
    • Download: (2.886Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Inspecting the Lightweight Precast Concrete Panels in the Woodrow Wilson Bridge Deck of 1982

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/57635
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorBenjamin Z. Dymond
    contributor authorSusan E. Bowers
    contributor authorCarin L. Roberts-Wollmann
    contributor authorThomas E. Cousins
    contributor authorAndrea J. Schokker
    date accessioned2017-05-08T21:37:13Z
    date available2017-05-08T21:37:13Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%29cf%2E1943-5509%2E0000049.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57635
    description abstractThis paper presents the results of a detailed inspection of the deck panels of the Woodrow Wilson Bridge installed in 1982. The original cast-in-place concrete deck, constructed in 1962, was replaced with full-depth lightweight precast concrete deck panels that enabled rapid construction with minimal traffic disruption. The inspection of the Woodrow Wilson deck provides valuable information about the performance of the precast concrete panels, joints, and connections after 20 years of very harsh traffic loads and environmental stressors. The deck panels performed well overall, with the only serious problems at expansion and contraction joints. All of these joints exhibited cracking and rusting. The most prevalent type of cracking appeared to be due to restrained shrinkage between the new polymer concrete, the older precast panels, and the rigid steel joints. This location is more vulnerable to cracking and leaking because there is no prestress across the joint. The multilayered corrosion protection methods used for the transverse and longitudinal post-tensioning tendons were very successful.
    publisherAmerican Society of Civil Engineers
    titleInspecting the Lightweight Precast Concrete Panels in the Woodrow Wilson Bridge Deck of 1982
    typeJournal Paper
    journal volume23
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000046
    treeJournal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 006
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian