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  <title>Water Sensitivity Test Methods for Asphalt Concrete Mixtures :</title>
  <subTitle>A Laboratory Comparison</subTitle>
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  <namePart>Newcomb,  David E.</namePart>
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  <publisher>TRB</publisher>
  <dateIssued>1989</dateIssued>
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  <languageTerm type="text">English</languageTerm>
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  <extent>p44-50</extent>
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  <title>Trr No. 1171 Asphalt Materials And Mixtures</title>
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 <note>Trr No. 1171 Aspahalt Materials And Mixtures, pp. 44-50&#13;
Test result that stripping damage did not occur in specimens subjected to vacuum saturation only. Freeze thaw cycles caused damage to the specimens. Higher saturation levels resulted in increased damage to the specimens, as expected, but the rank of relative water sensitivity of the mixtures was found to be nearly the same. laboratory performance after seven freeze thaw cycles varied with aggregate and asphalt characteristics and could not be predic ted using performance data from one freeze thaw cycle only</note>
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  <topic>ASPHALT CONCRETE MIXTURES</topic>
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 <classification>625.7(047.5)</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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