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    Development of Piecewise Linear Performance Models for Flexible Pavements Using PMS Data

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author:
    Don Chen
    ,
    Tara Cavalline
    ,
    Neil Mastin
    DOI: 10.1061/(ASCE)CF.1943-5509.0000647
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a method to develop piecewise linear (PL) performance models for pavement condition data in a pavement management system (PMS). These condition data are usually ordinal and have more than two severity levels. Ordinal logistic regression is conducted to derive probabilities of each individual severity level. The intersections of probability curves are identified as the breakpoints, which can be used to develop PL models. This proposed method was then applied successfully to develop four PL models, for interstates, U.S. routes, North Carolina routes, and secondary routes, using transverse cracking condition data of flexible pavements in a state DOT’s PMS. Results showed that the PL models reflected actual deterioration trends well and that the proposed method is robust.
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      Development of Piecewise Linear Performance Models for Flexible Pavements Using PMS Data

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4241582
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    contributor authorDon Chen
    contributor authorTara Cavalline
    contributor authorNeil Mastin
    date accessioned2017-12-16T09:20:23Z
    date available2017-12-16T09:20:23Z
    date issued2015
    identifier other%28ASCE%29CF.1943-5509.0000647.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241582
    description abstractThis study presents a method to develop piecewise linear (PL) performance models for pavement condition data in a pavement management system (PMS). These condition data are usually ordinal and have more than two severity levels. Ordinal logistic regression is conducted to derive probabilities of each individual severity level. The intersections of probability curves are identified as the breakpoints, which can be used to develop PL models. This proposed method was then applied successfully to develop four PL models, for interstates, U.S. routes, North Carolina routes, and secondary routes, using transverse cracking condition data of flexible pavements in a state DOT’s PMS. Results showed that the PL models reflected actual deterioration trends well and that the proposed method is robust.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Piecewise Linear Performance Models for Flexible Pavements Using PMS Data
    typeJournal Paper
    journal volume29
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000647
    treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;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