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5. ASTM D4253 - Standard Test Methods for Maximum Index Density and Unit <br />Weight of Soils Using a Vibratory Table. <br />6. ASTM D2487 - Standard Classification of Soils for Engineering Purposes <br />(Unified Soil Classification System). <br />7. ASTM C 136 - Standard Test Method for Sieve Analysis of Fine and Coarse <br />Aggregates. <br />B. The percent compaction requirements for earthwork will be evaluated as follows: <br />The in -place density as compacted by the Contractor will be determined by the <br />field density test using the sand -cone method or the nuclear method. The <br />maximum dry density of the fill at the location of the in -place density test will be <br />estimated using full -curve compaction test (family of curves) of representative <br />fill materials. The full -curve compaction tests will be performed according to <br />ASTM D698. The percent compaction in -place will be calculated as the ratio (in <br />percent) of the in -place dry density to the estimated maximum dry density of the <br />compacted fill at the location of the in -place density test. <br />1.7 QUALITY CONTROL TESTING <br />Schedule of quality control testing shall be as summarized in Table 1 below: <br />Table 1 — Quality Control Testing Schedule <br />Material <br />Test <br />Test Schedule <br />Zone I & Zone II <br />Sieve Analysis, USCS <br />Every 10,000 to 15,000 cubic <br />Fill <br />Classification, Standard Proctor <br />yards or each individual <br />source /material <br />Zone I & Zone II <br />In -place density & water content, <br />Every 2,000 to 5,000 cubic <br />Fill <br />test pits <br />yards or each individual <br />source /material <br />Zone III Fill <br />Sieve Analysis, Standard <br />Every 2,000 to 4,000 cubic <br />Proctor/Relative Density <br />yards or each individual <br />source /material <br />Zone III Fill <br />In -place density & water content <br />Every 1000 cubic yards <br />Special Fill <br />Sieve Analysis, USCS <br />Each individual source /material <br />Classification, Standard Proctor <br />if different from Zone I <br />source /material <br />Special Fill <br />In -place density & water content <br />Every 500 cubic yards or each <br />individual source /material <br />PART 2 PRODUCTS - Not Used <br />PART 3 EXECUTION - Not Used <br />END OF SECTION <br />NCCI Pit #1 Reservoir Liner - Technical Specifications Quality Requirements <br />014000 -4 <br />