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

    Determination of Performance Jumps for Treatments of Asphalt Pavements in North Carolina’s Pavement Management System

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    Author:
    Don Chen
    ,
    John Hildreth
    ,
    Randy Finger
    DOI: 10.1061/JPEODX.0000197
    Publisher: ASCE
    Abstract: This research was conducted to determine pavement performance jumps after treatment, which are defined as the difference between pretreatment and post-treatment Pavement Condition Rating (PCR) values of asphalt pavements. The North Carolina Department of Transportation (NCDOT) resets the PCR of sections to its highest value of 100 after overlay-type treatments are applied. However, the condition of a pavement after treatment depends on the treatment applied, indicating that the PCR after treatment can be less than 100. This research was conducted to investigate the magnitudes of pavement performance jumps caused by most common types of treatment utilized by the NCDOT. The data for this research were collected by surveys and divided into treatment families. Pretreatment and post-treatment PCR values were calculated to determine the performance jumps, and after-treatment performance curves were developed. The results indicated that post-treatment asphalt performance curves’ intercepts are not 100; the values are 92.8, 90.0, 87.8, and 84.6 for asphalt-cement (AC) Construction/Reconstruction, Resurface, Mill+Resurface, and Chip Seal, respectively. These jumps, along with the performance curves, can provide better prediction of the condition of pavement over its lifetime after a treatment is applied and assist not only NCDOT engineers but also engineers in other state DOTs in developing effective treatment plans.
    • Download: (594.8Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Determination of Performance Jumps for Treatments of Asphalt Pavements in North Carolina’s Pavement Management System

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4268052
    Collections
    • Journal of Transportation Engineering, Part B: Pavements

    Show full item record

    contributor authorDon Chen
    contributor authorJohn Hildreth
    contributor authorRandy Finger
    date accessioned2022-01-30T21:21:15Z
    date available2022-01-30T21:21:15Z
    date issued9/1/2020 12:00:00 AM
    identifier otherJPEODX.0000197.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268052
    description abstractThis research was conducted to determine pavement performance jumps after treatment, which are defined as the difference between pretreatment and post-treatment Pavement Condition Rating (PCR) values of asphalt pavements. The North Carolina Department of Transportation (NCDOT) resets the PCR of sections to its highest value of 100 after overlay-type treatments are applied. However, the condition of a pavement after treatment depends on the treatment applied, indicating that the PCR after treatment can be less than 100. This research was conducted to investigate the magnitudes of pavement performance jumps caused by most common types of treatment utilized by the NCDOT. The data for this research were collected by surveys and divided into treatment families. Pretreatment and post-treatment PCR values were calculated to determine the performance jumps, and after-treatment performance curves were developed. The results indicated that post-treatment asphalt performance curves’ intercepts are not 100; the values are 92.8, 90.0, 87.8, and 84.6 for asphalt-cement (AC) Construction/Reconstruction, Resurface, Mill+Resurface, and Chip Seal, respectively. These jumps, along with the performance curves, can provide better prediction of the condition of pavement over its lifetime after a treatment is applied and assist not only NCDOT engineers but also engineers in other state DOTs in developing effective treatment plans.
    publisherASCE
    titleDetermination of Performance Jumps for Treatments of Asphalt Pavements in North Carolina’s Pavement Management System
    typeJournal Paper
    journal volume146
    journal issue3
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000197
    page7
    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