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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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