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    Development of Panel Rating Protocol and Condition Evaluation Model for Pervious Concrete Pavement

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 003
    Author:
    A. Golroo
    ,
    Susan L. Tighe
    DOI: 10.1061/(ASCE)TE.1943-5436.0000333
    Publisher: American Society of Civil Engineers
    Abstract: Pervious concrete pavement (PCP) has the potential to provide significant technical, economical, and environmental benefits. To better understand the beneficial impacts of PCP, its performance must be comprehensively evaluated and quantified. To evaluate the PCP performance, its pavement condition should be assessed. The primary aim of this research is to evaluate the PCP condition through incorporation of an adequate panel rating method. Two panel rating methods are evaluated for this purpose: visual digital inspection and in situ inspection. Field investigations are also conducted to record the surface distresses by describing their severity and density using the Ministry of Transportation of Ontario protocol. Finally, a model is developed and validated which relates mean panel rating (i.e., surface distress rating) to a pavement distress. It is concluded that the only significant variable (i.e., distress) in this model is raveling.
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      Development of Panel Rating Protocol and Condition Evaluation Model for Pervious Concrete Pavement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69340
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorA. Golroo
    contributor authorSusan L. Tighe
    date accessioned2017-05-08T22:02:03Z
    date available2017-05-08T22:02:03Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29te%2E1943-5436%2E0000376.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69340
    description abstractPervious concrete pavement (PCP) has the potential to provide significant technical, economical, and environmental benefits. To better understand the beneficial impacts of PCP, its performance must be comprehensively evaluated and quantified. To evaluate the PCP performance, its pavement condition should be assessed. The primary aim of this research is to evaluate the PCP condition through incorporation of an adequate panel rating method. Two panel rating methods are evaluated for this purpose: visual digital inspection and in situ inspection. Field investigations are also conducted to record the surface distresses by describing their severity and density using the Ministry of Transportation of Ontario protocol. Finally, a model is developed and validated which relates mean panel rating (i.e., surface distress rating) to a pavement distress. It is concluded that the only significant variable (i.e., distress) in this model is raveling.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Panel Rating Protocol and Condition Evaluation Model for Pervious Concrete Pavement
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000333
    treeJournal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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