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    Failure Investigation of a Foamed-Asphalt Highway Project

    Source: Journal of Infrastructure Systems:;2006:;Volume ( 012 ):;issue: 001
    Author:
    Dar-Hao Chen
    ,
    John Bilyeu
    ,
    Tom Scullion
    ,
    Soheil Nazarian
    ,
    Chui-Te Chiu
    DOI: 10.1061/(ASCE)1076-0342(2006)12:1(33)
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents an investigation into the cause of structural distress (alligator cracking and deep rutting) found in a foamed-asphalt warranty project in Texas. This is a unique forensic study involving a warranty specification, where the contractor may or may not be liable for the cost of repairs, depending on the outcome of the study. Extensive field tests, including FWD, seismic, GPR, and DCP, were conducted. Laboratory tests were also done to determine gradation, moisture content, capillary action, and indirect tensile strength. Four trenches were opened to test each layer directly and to obtain samples for laboratory testing. Two of the trenches were located in distressed/failed areas, while two others were in intact areas. Based on this study, the forensic team concluded that the rutting and alligator cracking are associated with failure of the foamed asphalt base. Since the subgrade strength in the failed areas was similar to the intact areas, the subgrade strength could not have been the sole cause of the failure. The foamed asphalt base was found to be susceptible to moisture and exhibited a severe loss of strength when subjected to moisture. Thus, it is imperative to verify the moisture susceptibility during the design phase. Based on the findings of this study, the contractor did repair the failed section at his own expense.
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      Failure Investigation of a Foamed-Asphalt Highway Project

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    contributor authorDar-Hao Chen
    contributor authorJohn Bilyeu
    contributor authorTom Scullion
    contributor authorSoheil Nazarian
    contributor authorChui-Te Chiu
    date accessioned2017-05-08T21:21:26Z
    date available2017-05-08T21:21:26Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%291076-0342%282006%2912%3A1%2833%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48251
    description abstractThis paper documents an investigation into the cause of structural distress (alligator cracking and deep rutting) found in a foamed-asphalt warranty project in Texas. This is a unique forensic study involving a warranty specification, where the contractor may or may not be liable for the cost of repairs, depending on the outcome of the study. Extensive field tests, including FWD, seismic, GPR, and DCP, were conducted. Laboratory tests were also done to determine gradation, moisture content, capillary action, and indirect tensile strength. Four trenches were opened to test each layer directly and to obtain samples for laboratory testing. Two of the trenches were located in distressed/failed areas, while two others were in intact areas. Based on this study, the forensic team concluded that the rutting and alligator cracking are associated with failure of the foamed asphalt base. Since the subgrade strength in the failed areas was similar to the intact areas, the subgrade strength could not have been the sole cause of the failure. The foamed asphalt base was found to be susceptible to moisture and exhibited a severe loss of strength when subjected to moisture. Thus, it is imperative to verify the moisture susceptibility during the design phase. Based on the findings of this study, the contractor did repair the failed section at his own expense.
    publisherAmerican Society of Civil Engineers
    titleFailure Investigation of a Foamed-Asphalt Highway Project
    typeJournal Paper
    journal volume12
    journal issue1
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2006)12:1(33)
    treeJournal of Infrastructure Systems:;2006:;Volume ( 012 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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