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    Laboratory and Field Investigation of Mechanistic Properties of Foamed Asphalt Recycled Base Course Materials for High Volume Pavements in India

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author:
    Dhiraj Minotra
    ,
    A. Veeraragavan
    ,
    Rajib B. Mallick
    DOI: 10.1061/(ASCE)CF.1943-5509.0000673
    Publisher: American Society of Civil Engineers
    Abstract: The quality of cold in-place recycling (CIR) is strongly dependent on the capability of proper laboratory investigation and design, and quality control during construction. The objective of this study was to evaluate the quality of the first major foamed asphalt CIR recycled layer in India, laid on a national highway in India. A nonnuclear density gauge (NNDG) and a portable seismic properties analyzer (PSPA) were utilized to determine the density and stiffness of the foamed asphalt recycled layer. In addition, cores and material samples from the recycled layer were also tested in the laboratory for density and stiffness using dynamic modulus tests and the seismic method. The results of tests were related to material properties and critical factors influencing the performance-related properties were identified. Comparisons between laboratory and field sample data were made. Foaming temperature and gradation control of crusher dust were identified as parameters requiring tight control to achieve the required quality. The detrimental effects of excess blending of cement were also revealed. The NNDG and the PSPA were found to be capable of identifying poor quality areas both in midsections and at joints, and to be capable of monitoring the quality of recycled layer.
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      Laboratory and Field Investigation of Mechanistic Properties of Foamed Asphalt Recycled Base Course Materials for High Volume Pavements in India

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/82125
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    • Journal of Performance of Constructed Facilities

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    contributor authorDhiraj Minotra
    contributor authorA. Veeraragavan
    contributor authorRajib B. Mallick
    date accessioned2017-05-08T22:31:55Z
    date available2017-05-08T22:31:55Z
    date copyrightDecember 2015
    date issued2015
    identifier other48634692.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82125
    description abstractThe quality of cold in-place recycling (CIR) is strongly dependent on the capability of proper laboratory investigation and design, and quality control during construction. The objective of this study was to evaluate the quality of the first major foamed asphalt CIR recycled layer in India, laid on a national highway in India. A nonnuclear density gauge (NNDG) and a portable seismic properties analyzer (PSPA) were utilized to determine the density and stiffness of the foamed asphalt recycled layer. In addition, cores and material samples from the recycled layer were also tested in the laboratory for density and stiffness using dynamic modulus tests and the seismic method. The results of tests were related to material properties and critical factors influencing the performance-related properties were identified. Comparisons between laboratory and field sample data were made. Foaming temperature and gradation control of crusher dust were identified as parameters requiring tight control to achieve the required quality. The detrimental effects of excess blending of cement were also revealed. The NNDG and the PSPA were found to be capable of identifying poor quality areas both in midsections and at joints, and to be capable of monitoring the quality of recycled layer.
    publisherAmerican Society of Civil Engineers
    titleLaboratory and Field Investigation of Mechanistic Properties of Foamed Asphalt Recycled Base Course Materials for High Volume Pavements in India
    typeJournal Paper
    journal volume29
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000673
    treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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