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  <title>Low Temperature Cracking Binder Validation</title>
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  <namePart>Jung D.H.</namePart>
  <role>
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 <genre authority="marcgt">bibliography</genre>
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  <place>
   <placeTerm type="text">Washington</placeTerm>
  </place>
  <publisher>SHRP</publisher>
  <dateIssued>1994</dateIssued>
 </originInfo>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <title>SHRP-A-399</title>
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 <note>The thermal stress restrained specimen test ( TSRST) was developed at Oregon state University under the Strategic Highway Research Program (SHRP) A-003A contract as an accelerated laboratory test to evaluate the thermal, or the low-temperature cracking resistance of asphalt concrete mixes. The test system is capable of cooling an asphalt concrete specimen (rectangular or cylinder) at a constant rate, while restraining the specimen from contraction and priodically measuring elapsed time, specimen surface temperature, and tensile load. TSRSTs were performed on both short-term aged speciments to (1) relate fundamental properties of asphalt cement and aggregate to the thermal cracking resistance of asphalt concrete mixtures, and (2) validate the A-002A contractor's hypothesis for low-temperature cracking. Statistical analyses were performed on the test results. A ranking of asphalt concrete mixtures based on fracture temperature compared favorably with a ranking given by the A-002A contractor based on fundamental properties of the asphalt cement. Fracture temperature was highly correlated to the A-002A low-temperature index test results.</note>
 <note type="statement of responsibility"></note>
 <subject authority="">
  <topic>LOW-TEMPERATURE</topic>
 </subject>
 <classification>625.7(047.5)Jun L</classification>
 <identifier type="isbn">0309058066</identifier>
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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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