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    Synthesis of Sign Deterioration Rates across the United States

    Source: Journal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 003
    Author:
    Venkata Pavan Immaneni
    ,
    Joseph E. Hummer
    ,
    William J. Rasdorf
    ,
    Elizabeth A. Harris
    ,
    Chunho Yeom
    DOI: 10.1061/(ASCE)0733-947X(2009)135:3(94)
    Publisher: American Society of Civil Engineers
    Abstract: In response to minimum retroreflectivity standards, transportation departments are implementing sign asset management strategies, which rely upon knowledge of how retroreflectivity decreases as signs weather and age. To provide this knowledge, the writers field measured over 1,000 in-service signs in scattered North Carolina Department of Transportation (NCDOT) divisions, collecting age and retroreflectivity data for white, yellow, red, and green signs and for ASTM sheeting Types I and III. Data from this study and data from five similar U.S. efforts were analyzed using regression to identify the best available deterioration rate estimates, finding that retroreflectivity minimums are usually reached eight to
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      Synthesis of Sign Deterioration Rates across the United States

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/38119
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorVenkata Pavan Immaneni
    contributor authorJoseph E. Hummer
    contributor authorWilliam J. Rasdorf
    contributor authorElizabeth A. Harris
    contributor authorChunho Yeom
    date accessioned2017-05-08T21:05:12Z
    date available2017-05-08T21:05:12Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%290733-947x%282009%29135%3A3%2894%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38119
    description abstractIn response to minimum retroreflectivity standards, transportation departments are implementing sign asset management strategies, which rely upon knowledge of how retroreflectivity decreases as signs weather and age. To provide this knowledge, the writers field measured over 1,000 in-service signs in scattered North Carolina Department of Transportation (NCDOT) divisions, collecting age and retroreflectivity data for white, yellow, red, and green signs and for ASTM sheeting Types I and III. Data from this study and data from five similar U.S. efforts were analyzed using regression to identify the best available deterioration rate estimates, finding that retroreflectivity minimums are usually reached eight to
    publisherAmerican Society of Civil Engineers
    titleSynthesis of Sign Deterioration Rates across the United States
    typeJournal Paper
    journal volume135
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2009)135:3(94)
    treeJournal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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