<?xml version="1.0" encoding="UTF-8" ?>
<modsCollection xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" xmlns:slims="http://slims.web.id" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd">
<mods version="3.3" id="4059">
 <titleInfo>
  <title>Reproduction of Thin Bituminous Surface Course Fabric by Laboratory Compaction Procedures</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Wood,  Leonard E.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <typeOfResource manuscript="no" collection="yes">mixed material</typeOfResource>
 <genre authority="marcgt">bibliography</genre>
 <originInfo>
  <place>
   <placeTerm type="text"></placeTerm>
  </place>
  <publisher>TRB</publisher>
  <dateIssued>1989</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Computer Software</form>
  <extent>p178-183.</extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <title>Trr No. 1171 Asphalt Materials And Mixtures</title>
 </relatedItem>
 <note>Trr No. 1171 Asphalt Materials And Mixtures, pp. 178-183&#13;
The purpose of this study was to determine which laboratory compaction procedure best reproduces the pore size distribution of rolled bituminous sand mix surface courses in the field. Mercury intrusion porosimetry tests were performed on laboratory-compacted samples and field cores to determine their pore size distributions. Comparison of fabric was accomplished by using curve descriptors constructed on differential and cumulative pore size distribution curves. Two gradations, two asphalt types, and four aggregate combinations were evaluated. Laboratory compaction was accomplished by varying the parameters of four laboratory compactors and by compacting at three mix temperatures. Analysis of the results of all compaction methods indicated that the gyratory compactor with a vertical ram pressure of ZO psi and 35 revolutions with a 1-degree gyratory angle plus 5 revolutions of leveling pressure (no applied gyratory angle) best reproduces the fabric produced by the rolling procedures presently used in the field.</note>
 <subject authority="">
  <topic>SURFACE COURSE</topic>
 </subject>
 <classification>006:656.021</classification>
 <identifier type="isbn"></identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
  <shelfLocator></shelfLocator>
  <holdingSimple>
   <copyInformation>
    <numerationAndChronology type="1">0000004283</numerationAndChronology>
    <sublocation>My Library</sublocation>
    <shelfLocator></shelfLocator>
   </copyInformation>
  </holdingSimple>
 </location>
 <recordInfo>
  <recordIdentifier>4059</recordIdentifier>
  <recordCreationDate encoding="w3cdtf"></recordCreationDate>
  <recordChangeDate encoding="w3cdtf"></recordChangeDate>
  <recordOrigin>machine generated</recordOrigin>
 </recordInfo>
</mods>
</modsCollection>