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2.02 RECLAMATION and DEMISING BERM SLOPE MATERIALS AND TESTING SUMMARY <br /> Minimum <br /> Minimum <br /> Placement Testing <br /> Construction Unified Soils Class Compaction Testing Interval <br /> Zone &Requirements Requirements Requirements (by Contractor) <br /> CL,SC,GC,ML, <br /> Reclamation CL-ML,SC-SM, <br /> Slope SP,SW,GP,GW 95%of ASTM Density by nudear gage, Each 500 cy <br /> D698 ASTM D2922 <br /> Maximum LL:40% <br /> 10%-80%passing <br /> No.200 sieve <br /> -200 sieve,ASTM D1140 Each borrow source <br /> No more than 50% as direct by Engineer <br /> retained on the or at least 1 per 5,000 cy <br /> No.4 sieve <br /> Atterberg limits,ASTM D4318 Each 5,000 cy <br /> Proctor,ASTM D698 3-pt(1 per 10,000 cy) <br /> 1-pt(1 per 10,000 cy) <br /> Demising <br /> Berm CH,CL,SC 95%of ASTM Density by nuclear gage, Each 500 cy <br /> D698 ASTM D2922 <br /> Minimum Plasticity Index: <br /> 12% <br /> Between 40%&90% <br /> passing the No.200 sieve <br /> -200 sieve,ASTM D1140 Each borrow source <br /> as direct by Engineer <br /> or at least 1 per 5,000 cy <br /> Atterberg limits,ASTM D4318 Each 5,000 cy <br /> Proctor,ASTM D698 3-pt(1 per 10,000 cy) <br /> 1-pt(1 per 10,000 cy) <br /> Section 02290-Page 2 of 6 02/18 <br />