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    Overview of Skid Resistance on Ohio Pavements

    Source: Journal of Transportation Engineering, Part A: Systems:;1985:;Volume ( 111 ):;issue: 005
    Author:
    David C. Colony
    DOI: 10.1061/(ASCE)0733-947X(1985)111:5(546)
    Publisher: American Society of Civil Engineers
    Abstract: Results of an overview of about 30,000 skid numbers from state highway pavements throughout Ohio are described. Traffic volumes and aggregate types are strongly associated with mean skid numbers within a county. County mean skid numbers vary widely in the state, but are correlated with physiographic types. Skid number variations within each of 12 Ohio Department of Transportation administrative districts can be modeled by suitably selecting the parameters of a beta distribution. Limited data are available as corroboration, but they indicate that the distribution of skid numbers within a district is largely invariant with time, apparently a steady‐state condition associated with two complementary stochastic processes: Deterioration of skid numbers under traffic and weather conditions and improvements due to maintenance and reconstruction. The equalization of mean skid numbers among districts is cited as a desirable policy goal; and a program of research aimed at the implementation of that goal and based on the results of the present study is briefly outlined.
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      Overview of Skid Resistance on Ohio Pavements

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    https://yetl.yabesh.ir/yetl1/handle/yetl/36227
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorDavid C. Colony
    date accessioned2017-05-08T21:02:09Z
    date available2017-05-08T21:02:09Z
    date copyrightSeptember 1985
    date issued1985
    identifier other%28asce%290733-947x%281985%29111%3A5%28546%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36227
    description abstractResults of an overview of about 30,000 skid numbers from state highway pavements throughout Ohio are described. Traffic volumes and aggregate types are strongly associated with mean skid numbers within a county. County mean skid numbers vary widely in the state, but are correlated with physiographic types. Skid number variations within each of 12 Ohio Department of Transportation administrative districts can be modeled by suitably selecting the parameters of a beta distribution. Limited data are available as corroboration, but they indicate that the distribution of skid numbers within a district is largely invariant with time, apparently a steady‐state condition associated with two complementary stochastic processes: Deterioration of skid numbers under traffic and weather conditions and improvements due to maintenance and reconstruction. The equalization of mean skid numbers among districts is cited as a desirable policy goal; and a program of research aimed at the implementation of that goal and based on the results of the present study is briefly outlined.
    publisherAmerican Society of Civil Engineers
    titleOverview of Skid Resistance on Ohio Pavements
    typeJournal Paper
    journal volume111
    journal issue5
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1985)111:5(546)
    treeJournal of Transportation Engineering, Part A: Systems:;1985:;Volume ( 111 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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