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Zero Air Void Curves <br />9' 120 <br />N <br />C <br />110 <br />100 <br />90 <br />80 <br />0 <br />q =2.50 G - - -- -'0 <br />5 10 15 <br />Job Name: Pond 16 Area Remediation <br />sample Location: South Borrow Area <br />soil Description: Clay /Weathered Claystone <br />Maximum Dry Density: 104.8 pcf <br />zid Limit: 45 <br />caravel: 0 % Sand: 4 % <br />Opt. Moisture Content: 18.4 <br />Plasticity Index: 29 Z <br />silt & Clay ( -200): 96 <br />Moisture Content - % <br />7. <br />PROCTOR TEST <br />RESULTS <br />Sample No. 3P <br />Procedure: ASTM D698 <br />Date: 9/1/11 <br />Job. No. 08 -8099 <br />20 <br />Tech: JS <br />25 <br />30..E <br />-I--- <br />,� <br />- <br />_ ._.__- <br />-. 1 <br />._�_ <br />-_ -. <br />_ - <br />_rte <br />__ - -_- <br />___ <br />-• _ <br />_ <br />_ <br />-_ <br />} <br />1 <br />-�. <br />_ <br />- . _ , <br />__ - <br />- _ r <br />I <br />_ _ <br />_ f <br />---- ::_ ----- <br />1 1 1 <br />1 <br />1 <br />1 1 1 1 1 <br />1 <br />1 <br />1 1 1 <br />1 1 <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />Zero Air Void Curves <br />9' 120 <br />N <br />C <br />110 <br />100 <br />90 <br />80 <br />0 <br />q =2.50 G - - -- -'0 <br />5 10 15 <br />Job Name: Pond 16 Area Remediation <br />sample Location: South Borrow Area <br />soil Description: Clay /Weathered Claystone <br />Maximum Dry Density: 104.8 pcf <br />zid Limit: 45 <br />caravel: 0 % Sand: 4 % <br />Opt. Moisture Content: 18.4 <br />Plasticity Index: 29 Z <br />silt & Clay ( -200): 96 <br />Moisture Content - % <br />7. <br />PROCTOR TEST <br />RESULTS <br />Sample No. 3P <br />Procedure: ASTM D698 <br />Date: 9/1/11 <br />Job. No. 08 -8099 <br />20 <br />Tech: JS <br />25 <br />30..E <br />