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    Investigation of Premature Failure of Dense Friction Course Asphalt Highways in Ontario

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 003
    Author:
    Moncef Nehdi
    ,
    Kevin Welker
    DOI: 10.1061/(ASCE)0899-1561(2002)14:3(210)
    Publisher: American Society of Civil Engineers
    Abstract: Dense friction course asphalt (DFC) has been used since the late 1980s as the premium surface course on the Ontario Ministry of Transportation’s (MTO) major highways. It was designed for a 12–15 year service life with minimum maintenance, primarily to resist excessive rutting problems associated with heavy commercial vehicles. However, in many cases, major rehabilitation of DFC highways was necessary within 4–7 years of paving. Failures occurred through abundant loss of fine aggregate, potholing, raveling, and occasionally delamination. MTO attempted to solve the problem by increasing the asphalt cement content of DFC, a procedure that proved costly and inefficient. This study used a
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      Investigation of Premature Failure of Dense Friction Course Asphalt Highways in Ontario

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45768
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    • Journal of Materials in Civil Engineering

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    contributor authorMoncef Nehdi
    contributor authorKevin Welker
    date accessioned2017-05-08T21:17:23Z
    date available2017-05-08T21:17:23Z
    date copyrightJune 2002
    date issued2002
    identifier other%28asce%290899-1561%282002%2914%3A3%28210%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45768
    description abstractDense friction course asphalt (DFC) has been used since the late 1980s as the premium surface course on the Ontario Ministry of Transportation’s (MTO) major highways. It was designed for a 12–15 year service life with minimum maintenance, primarily to resist excessive rutting problems associated with heavy commercial vehicles. However, in many cases, major rehabilitation of DFC highways was necessary within 4–7 years of paving. Failures occurred through abundant loss of fine aggregate, potholing, raveling, and occasionally delamination. MTO attempted to solve the problem by increasing the asphalt cement content of DFC, a procedure that proved costly and inefficient. This study used a
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Premature Failure of Dense Friction Course Asphalt Highways in Ontario
    typeJournal Paper
    journal volume14
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2002)14:3(210)
    treeJournal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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