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    Sigmoidal Models for Predicting Pavement Performance Conditions

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author:
    Don Chen
    ,
    Neil Mastin
    DOI: 10.1061/(ASCE)CF.1943-5509.0000833
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an approach to develop sigmoidal family pavement performance models (pavement performance ratings versus pavement age) for a pavement management system (PMS). Pavement condition data collected from windshield surveys oftentimes suffer quality issues stemming from human subjectivity, and pavement age sometimes not being properly reset after a treatment. These issues can be systematically addressed by the proposed approach, and nonlinear sigmoidal family performance models can then be developed using the cleaned condition data. In a case study, this approach was successfully applied to a sample data set extracted from the North Carolina Department of Transportation (NCDOT) PMS. Contour plots developed for the raw data and the cleaned data showed that the data cleansing process was effective. Goodness-of-Fit indicators and cross-validation suggest that the resulting nonlinear sigmoidal models fit the condition data well.
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      Sigmoidal Models for Predicting Pavement Performance Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4241525
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    contributor authorDon Chen
    contributor authorNeil Mastin
    date accessioned2017-12-16T09:19:48Z
    date available2017-12-16T09:19:48Z
    date issued2016
    identifier other%28ASCE%29CF.1943-5509.0000833.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241525
    description abstractThis study presents an approach to develop sigmoidal family pavement performance models (pavement performance ratings versus pavement age) for a pavement management system (PMS). Pavement condition data collected from windshield surveys oftentimes suffer quality issues stemming from human subjectivity, and pavement age sometimes not being properly reset after a treatment. These issues can be systematically addressed by the proposed approach, and nonlinear sigmoidal family performance models can then be developed using the cleaned condition data. In a case study, this approach was successfully applied to a sample data set extracted from the North Carolina Department of Transportation (NCDOT) PMS. Contour plots developed for the raw data and the cleaned data showed that the data cleansing process was effective. Goodness-of-Fit indicators and cross-validation suggest that the resulting nonlinear sigmoidal models fit the condition data well.
    publisherAmerican Society of Civil Engineers
    titleSigmoidal Models for Predicting Pavement Performance Conditions
    typeJournal Paper
    journal volume30
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000833
    treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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    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