YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part B: Pavements
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part B: Pavements
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Evaluating Cost Effectiveness and Optimal Timing of Pavement Preventive-Maintenance Treatments in Wet-Freeze Climates

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    Author:
    Saumya Amarasiri
    ,
    Balasingam Muhunthan
    DOI: 10.1061/JPEODX.0000199
    Publisher: ASCE
    Abstract: Preventive-maintenance treatments help preserve pavements and delay deterioration caused by traffic loads and environmental conditions. However, guidance is needed to ensure cost effectiveness of treatments, the benefit-to-cost ratio of different treatments applied based on time. In this study, the cost effectiveness of the thin overlay, slurry seal, crack seal, and chip seal methods applied at different times were evaluated using the regression model of performance curves from Long-Term Pavement Performance (LTPP) data. The cost effectiveness is found to depend on the type of treatment and the time of applications as well as the chosen benefit cutoff value. The benefit cutoff value is a predefined performance threshold limit of cracking, above which the pavement is not acceptable for use. For average climate, traffic, and pavement conditions, the highest cost effectiveness corresponding to treatment ages of 1, 4, 7, 10, 13, and 16 years were found to be at benefit cutoff values of 150, 150, 200, 250, 300, and 300 m, respectively. When treatment is applied at 1, 4, or 7 years, crack seal is found to give the maximum cost effectiveness, and if treatment is applied at 10, 13, or 16 years, chip seal is found to give the maximum cost effectiveness. Comparison of all the benefit-to-cost ratios shows that the overall highest cost effectiveness is obtained when chip seal is applied at 16 years with a 300-m benefit cutoff value. When the annual average freeze index is 34°C days, crack seal gives the maximum cost effectiveness if treatment is applied at 1, 4, 7, 10, or 13 years. On the contrary, if treatment is applied at 16 years, slurry seal is found to give maximum cost effectiveness. When annual average freeze index is 1,699°C days and annual average daily traffic is 450, chip seal gives the maximum cost effectiveness irrespective of treatment ages. When annual average daily traffic is 7,933 at all treatment ages, crack seal gives the maximum cost effectiveness.
    • Download: (1.323Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Evaluating Cost Effectiveness and Optimal Timing of Pavement Preventive-Maintenance Treatments in Wet-Freeze Climates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4268054
    Collections
    • Journal of Transportation Engineering, Part B: Pavements

    Show full item record

    contributor authorSaumya Amarasiri
    contributor authorBalasingam Muhunthan
    date accessioned2022-01-30T21:21:18Z
    date available2022-01-30T21:21:18Z
    date issued9/1/2020 12:00:00 AM
    identifier otherJPEODX.0000199.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268054
    description abstractPreventive-maintenance treatments help preserve pavements and delay deterioration caused by traffic loads and environmental conditions. However, guidance is needed to ensure cost effectiveness of treatments, the benefit-to-cost ratio of different treatments applied based on time. In this study, the cost effectiveness of the thin overlay, slurry seal, crack seal, and chip seal methods applied at different times were evaluated using the regression model of performance curves from Long-Term Pavement Performance (LTPP) data. The cost effectiveness is found to depend on the type of treatment and the time of applications as well as the chosen benefit cutoff value. The benefit cutoff value is a predefined performance threshold limit of cracking, above which the pavement is not acceptable for use. For average climate, traffic, and pavement conditions, the highest cost effectiveness corresponding to treatment ages of 1, 4, 7, 10, 13, and 16 years were found to be at benefit cutoff values of 150, 150, 200, 250, 300, and 300 m, respectively. When treatment is applied at 1, 4, or 7 years, crack seal is found to give the maximum cost effectiveness, and if treatment is applied at 10, 13, or 16 years, chip seal is found to give the maximum cost effectiveness. Comparison of all the benefit-to-cost ratios shows that the overall highest cost effectiveness is obtained when chip seal is applied at 16 years with a 300-m benefit cutoff value. When the annual average freeze index is 34°C days, crack seal gives the maximum cost effectiveness if treatment is applied at 1, 4, 7, 10, or 13 years. On the contrary, if treatment is applied at 16 years, slurry seal is found to give maximum cost effectiveness. When annual average freeze index is 1,699°C days and annual average daily traffic is 450, chip seal gives the maximum cost effectiveness irrespective of treatment ages. When annual average daily traffic is 7,933 at all treatment ages, crack seal gives the maximum cost effectiveness.
    publisherASCE
    titleEvaluating Cost Effectiveness and Optimal Timing of Pavement Preventive-Maintenance Treatments in Wet-Freeze Climates
    typeJournal Paper
    journal volume146
    journal issue3
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000199
    page11
    treeJournal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    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