Practices for Unbound Aggregate Pavement Layers (2013) / Chapter Skim
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Pages 125-126
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From page 125... ...
125 ACPA American Concrete Pavement Association AIMS Aggregate Image Measurement System CBR California Bearing Ratio CCC Continuous compaction control CCP Constant confining pressure CH Fat clay CKD Cement kiln dust CL Lean clay CMV Compaction meter value DCP Dynamic Cone Penetrometer DOT Department of Transportation EICM Enhanced Integrated Climatic Model ESAL Equivalent single-axle load FWD Falling weight deflectometer GAB Graded aggregate base GC Clayey gravel GM Silty gravel GP Poorly graded gravel GW Well-graded gravel GWT Groundwater table HMA Hot mix asphalt IC Intelligent compaction ICAR International Center for Aggregate Research ICMV Intelligent compaction measurement value IPC Industrial Process Control LVDT Linear variable differential transformer LWD Light weight deflectometer MDD Maximum dry density MH Elastic silt MR Resilient modulus MEPDG Mechanistic-Empirical Pavement Design Guide ML Silt MV Measurement value NSSGA National Stone, Sand and Gravel Association OH Organic clay, organic silt OL Organic silt, organic clay OMC Optimum moisture content P200 Percentage of material (by weight) passing no.
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From page 126... ...
126 SW Well-graded sand SWCC Soil water characteristic curves TCLP Toxicity Characteristic Leaching Procedure TPF Transportation Pooled Fund UAB Unbound aggregate base USGS U.S. Geological Survey VCP Variable confining pressure
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