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

    Impact of Asphalt Concrete Properties on the Illinois Flexibility Index Cracking and Hamburg Wheel Tracking Test Rutting Potential

    Source: Journal of Transportation Engineering, Part B: Pavements:;2023:;Volume ( 149 ):;issue: 004::page 04023032-1
    Author:
    José J. Rivera-Pérez
    ,
    Imad L. Al-Qadi
    DOI: 10.1061/JPEODX.PVENG-1276
    Publisher: ASCE
    Abstract: Superpave balanced mix design (BMD) approaches have been adopted using the Illinois Flexibility Index test (I-FIT) for cracking and Hamburg wheel tracking test (HWTT) for rutting. The objective of this study was to evaluate the impact of the asphalt concrete (AC) properties on I-FIT’s flexibility index and HWTT’s rut depth. The study was intended to determine the most important parameters the influence the prediction of flexibility index and rut depth. An extensive database of I-FIT and HWTT results was collected from the Illinois Department of Transportation. A total of 18,594 I-FIT data sets were collected from 2061 mix designs. For HWTT, 8,263 data sets were collected from 3,782 mix designs. Data exploration analysis was conducted to evaluate the impact of the AC properties on the I-FIT and the HWTT results. Finally, feature ranking analysis was performed to determine the properties that significantly influence the flexibility index and rut depth. The result indicates that most of the AC properties identified in the database had an impact on flexibility index and rut depth. To rank the influential parameters, a random forest regression model was developed to execute recursive feature elimination analysis. The parameters Gmb, recycled content, air voids, and asphalt binder replacement were the most impactful on flexibility index and rut depth results. In this study, a large database of Illinois Flexibility Index and Hamburg wheel tracking data was collected. Then an evaluation of the impact of each AC property on the flexibility index and rut depth was conducted. Finally, a feature ranking analysis was conducted to identify the properties that impacted the flexibility index and rut depth more significantly. Contractors and AC designers may be challenged to adjust an AC mix design to control potential AC cracking or rutting. The results of this research identified the critical properties to predict flexibility index and rut depth. The outcome would allow the AC mix designer to achieve the required thresholds for cracking and rutting potential effectively by controlling the mix design parameters.
    • Download: (2.798Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Impact of Asphalt Concrete Properties on the Illinois Flexibility Index Cracking and Hamburg Wheel Tracking Test Rutting Potential

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4296201
    Collections
    • Journal of Transportation Engineering, Part B: Pavements

    Show full item record

    contributor authorJosé J. Rivera-Pérez
    contributor authorImad L. Al-Qadi
    date accessioned2024-04-27T20:54:00Z
    date available2024-04-27T20:54:00Z
    date issued2023/12/01
    identifier other10.1061-JPEODX.PVENG-1276.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296201
    description abstractSuperpave balanced mix design (BMD) approaches have been adopted using the Illinois Flexibility Index test (I-FIT) for cracking and Hamburg wheel tracking test (HWTT) for rutting. The objective of this study was to evaluate the impact of the asphalt concrete (AC) properties on I-FIT’s flexibility index and HWTT’s rut depth. The study was intended to determine the most important parameters the influence the prediction of flexibility index and rut depth. An extensive database of I-FIT and HWTT results was collected from the Illinois Department of Transportation. A total of 18,594 I-FIT data sets were collected from 2061 mix designs. For HWTT, 8,263 data sets were collected from 3,782 mix designs. Data exploration analysis was conducted to evaluate the impact of the AC properties on the I-FIT and the HWTT results. Finally, feature ranking analysis was performed to determine the properties that significantly influence the flexibility index and rut depth. The result indicates that most of the AC properties identified in the database had an impact on flexibility index and rut depth. To rank the influential parameters, a random forest regression model was developed to execute recursive feature elimination analysis. The parameters Gmb, recycled content, air voids, and asphalt binder replacement were the most impactful on flexibility index and rut depth results. In this study, a large database of Illinois Flexibility Index and Hamburg wheel tracking data was collected. Then an evaluation of the impact of each AC property on the flexibility index and rut depth was conducted. Finally, a feature ranking analysis was conducted to identify the properties that impacted the flexibility index and rut depth more significantly. Contractors and AC designers may be challenged to adjust an AC mix design to control potential AC cracking or rutting. The results of this research identified the critical properties to predict flexibility index and rut depth. The outcome would allow the AC mix designer to achieve the required thresholds for cracking and rutting potential effectively by controlling the mix design parameters.
    publisherASCE
    titleImpact of Asphalt Concrete Properties on the Illinois Flexibility Index Cracking and Hamburg Wheel Tracking Test Rutting Potential
    typeJournal Article
    journal volume149
    journal issue4
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.PVENG-1276
    journal fristpage04023032-1
    journal lastpage04023032-20
    page20
    treeJournal of Transportation Engineering, Part B: Pavements:;2023:;Volume ( 149 ):;issue: 004
    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