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TABLE 3-4 <br /> Coarse Gravel Acceptance Testi <br /> ASTM Method Frequency Criteria/Specification <br /> Test <br /> Particle Size D422,D1140 500 cy 1"max;<15%passing 1/2"; <br /> <5%passing No.4; <br /> <2%passing No.200 <br /> Laboratory Hydraulic Conductivity D2434 500 cy >1.0 cm/sec <br /> Soil Type D2488,D2487 Continuous Clean GP/GW <br /> TABLE 3-5 <br /> General Earthfill Material Acceptance Testin <br /> Proposed <br /> Test Method Frequency Proposed Criteria <br /> Particle Size D422,D 1140 5,000 cy 3"max.particle size;'/z"max at surface <br /> Compaction Curve ASTM D1557 5,000 cy or N/A <br /> change in <br /> material <br /> Atterberg Limits D4318 5,000 cy No specified requirements <br /> Density and Water Nuclear Gage D2922 500 cy Minimum 93%relative compaction at moisture <br /> Content content within 3 percent of optimum moisture content <br /> Water Content Oven D2216(with 5,000 cy Within 3%of optimum moisture content <br /> cor.To Nuclear Gage <br /> D2922) <br /> 3.2.3 Soil Sample Numbering <br /> The QA/QC Inspectors maintain soil sample numbers in a master log maintained at the site. Sample <br /> numbers begin with(00 1)and proceed upward. No sample number can be repeated,and re-tests of a <br /> failing sample are given the original number with a letter suffix(i.e.,re-tests for a failing sample 021 <br /> would be: 021 A, 021 B,etc.). Information contained in the master log of test samples includes: <br /> • Sample number <br /> Page 14 <br />