YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • 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

    Bridge Deterioration Rates and Durability/Longevity Performance

    Source: Practice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
    Author:
    George E. Ramey
    ,
    Randall L. Wright
    DOI: 10.1061/(ASCE)1084-0680(1997)2:3(98)
    Publisher: American Society of Civil Engineers
    Abstract: A factor that typically receives too little consideration in bridge work is durability, and the time to begin thinking about durability is at the beginning of the bridge planning and design phase. Once a bridge is designed and constructed, much of its eventual durability and longevity has been determined. Assessments of bridge durability performance were made based on data available in the literature along with a subset of the data available in the historical bridge records of the Alabama Department of Transportation. From these reviews it was determined that bridges in Alabama are currently providing service lives of approximately 55–60 years. A recent Federal Highway Administration edict that main artery highway bridges be designed for 75 year service life means that Alabama must improve the durability performance of its bridges. Improvements can best be made at the planning, structural design, and material selection stages, that is, in the design phase. Primary areas of focus in which to make changes and improvements can best be pinpointed by looking at durability performance of individual bridge subcomponents.
    • Download: (1.011Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Bridge Deterioration Rates and Durability/Longevity Performance

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70996
    Collections
    • Journal of Structural Design and Construction Practice

    Show full item record

    contributor authorGeorge E. Ramey
    contributor authorRandall L. Wright
    date accessioned2017-05-08T22:05:20Z
    date available2017-05-08T22:05:20Z
    date copyrightAugust 1997
    date issued1997
    identifier other21289226.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70996
    description abstractA factor that typically receives too little consideration in bridge work is durability, and the time to begin thinking about durability is at the beginning of the bridge planning and design phase. Once a bridge is designed and constructed, much of its eventual durability and longevity has been determined. Assessments of bridge durability performance were made based on data available in the literature along with a subset of the data available in the historical bridge records of the Alabama Department of Transportation. From these reviews it was determined that bridges in Alabama are currently providing service lives of approximately 55–60 years. A recent Federal Highway Administration edict that main artery highway bridges be designed for 75 year service life means that Alabama must improve the durability performance of its bridges. Improvements can best be made at the planning, structural design, and material selection stages, that is, in the design phase. Primary areas of focus in which to make changes and improvements can best be pinpointed by looking at durability performance of individual bridge subcomponents.
    publisherAmerican Society of Civil Engineers
    titleBridge Deterioration Rates and Durability/Longevity Performance
    typeJournal Paper
    journal volume2
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(1997)2:3(98)
    treePractice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
    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