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  <title>A Rational Approach To The Prediction Of Reflective Cracking In Bituminous Overlays For Concrete Pavements</title>
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  <namePart>Bennert, Thomas A</namePart>
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  <place>
   <placeTerm type="text">New Jersey</placeTerm>
  </place>
  <publisher>University Of New Jersey</publisher>
  <dateIssued>2009</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>xxii+203 p.</extent>
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 <note>The research conducted during the development of this thesis has led to a rational  approach in the prediction of reflective cracking potential in HMA overlays placed on  PCC pavements. This methodology utilizes field forensic information that would  normally be collected during the evaluation of the PCC/ composite pavement prior to  rehabilitation and laboratory fatigue and stiffness characterization of the HMA mixture(s), to predict the potential for reflective cracking in the bituminous overlay mixture(s). The extensive laboratory testing and field &#13;
calibration/verification information  utilized in the research has also led to “decision tree” methodology that would allow state agencies to properly select asphalt mixtures for overlaying PCC pavements.&#13;
( Kode: UMI Number: 3387088)  Rak Penelitian 2</note>
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 <subject authority="">
  <topic>CONCRETE PAVEMENT</topic>
 </subject>
 <classification>625.85(043.3)</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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