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    Sealant Degradation during Crack Sealing of Pavements

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 004
    Author:
    J-F. Masson
    ,
    C. Lauzier
    ,
    P. Collins
    ,
    M. A. Lacasse
    DOI: 10.1061/(ASCE)0899-1561(1998)10:4(250)
    Publisher: American Society of Civil Engineers
    Abstract: Application practices of bituminous hot-poured crack sealants, typically used to effect repairs on pavements, were monitored in the field and heating conditions were reproduced in the laboratory. From viscometry, thermogravimetry, and tensile testing measurements, it was found that sealants degrade upon heating at recommended installation temperatures. Consequently, given the level of product degradation observed from laboratory evaluations, it is not expected that a consistent low temperature sealant performance could be obtained in the field. These conclusions help explain the number of premature sealant failures that exist despite the fact that these materials may be in accordance with the requirements in ASTM D 3405.
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      Sealant Degradation during Crack Sealing of Pavements

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45555
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    contributor authorJ-F. Masson
    contributor authorC. Lauzier
    contributor authorP. Collins
    contributor authorM. A. Lacasse
    date accessioned2017-05-08T21:17:06Z
    date available2017-05-08T21:17:06Z
    date copyrightNovember 1998
    date issued1998
    identifier other%28asce%290899-1561%281998%2910%3A4%28250%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45555
    description abstractApplication practices of bituminous hot-poured crack sealants, typically used to effect repairs on pavements, were monitored in the field and heating conditions were reproduced in the laboratory. From viscometry, thermogravimetry, and tensile testing measurements, it was found that sealants degrade upon heating at recommended installation temperatures. Consequently, given the level of product degradation observed from laboratory evaluations, it is not expected that a consistent low temperature sealant performance could be obtained in the field. These conclusions help explain the number of premature sealant failures that exist despite the fact that these materials may be in accordance with the requirements in ASTM D 3405.
    publisherAmerican Society of Civil Engineers
    titleSealant Degradation during Crack Sealing of Pavements
    typeJournal Paper
    journal volume10
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1998)10:4(250)
    treeJournal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 004
    contenttypeFulltext
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