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  <title>Guidelines for Road Condition Monitoring Part 1 - Pavement Roughness</title>
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  <namePart>Wall, Andrew</namePart>
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  <place>
   <placeTerm type="text">Sydney</placeTerm>
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  <publisher>AUSTROADS</publisher>
  <dateIssued>2001</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>iv+44p.: Illus.; 21 x 29 cm</extent>
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 <note>This report contains guidelines for and background notes on the conduct of response-type and profile-based roughness measurement for road network management purposes in Australia and New Zealand. The guidelines define roughness as being concerned with road surface profile wavelength between 0.5 m and 50 m. The guidelines describe two broad measures of roughness, viz NAASRA Roughness Meter (NRM roughness values in counts/km) and the International Roughness Index (with a specific focus on Lane IRIqc, expressed in units of m/km) and mark the introduction to Australasia of Lane IRIqc as a standard form of reporting road pavement roughness. A standard reporting interval of 100 m is favoured. The guidelines discuss the frequency and extent of network roughness surveys, and are intended as a basis for the preparation of specifications for netwrk roughness surveys. Verfication procedures for inertial profilometers, testing frequencies and limits on repeatability and bias for roughness reports are included. A glossary of terms used in measuring road roughness is also included.&#13;
&#13;
LOKASI: Lemari Referensi&#13;
RF.7</note>
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 <subject authority="">
  <topic>ROAD ROUGHNESS</topic>
 </subject>
 <classification>R 625.745.8 (036)</classification>
 <identifier type="isbn">0855885726</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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