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TABLE 3-8 <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;%"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 90%relative compaction at moisture <br /> Content content within 4 percent of optimum moisture content <br /> Water Content Oven D2216(with 5,000 cy Within 4%of optimum moisture content <br /> cor.To Nuclear Gage <br /> D2922) <br /> TABLE 3-9 <br /> Subgrade Fill Material Acceptance Testing <br /> Proposed <br /> Test Method Frequency Proposed Criteria <br /> Particle Size D422,D1140 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 90%relative compaction at moisture <br /> Content content within 4 percent of optimum moisture content <br /> Water Content Oven D2216(with 5,000 cy Within 4%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: 021A, 021B,etc.). Information contained in the master log of test samples includes: <br /> ! <br /> Page 18 <br />