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150 <br />140 <br />130 <br />U- <br />U <br />a 120 <br />N <br />110 <br />100 <br />.M <br />Zero Air Void Curves <br />Ga--2.50 G.=2.60 G6--2.70 <br />0 5 10 15 20 <br />Moisture Content - % <br />Job Name: Pond 16 Area Remediation PROCTOR TEST <br />Sample Location: Center Borrow Area RESULTS <br />Soil Description: Slightly Sandy Clay w/ Bedrock Fragments Sample No. 2P <br />Maximum Dry Density: 112.4 pcf Opt. Moisture Content: 14.0 % Procedure: ASTM D698 <br />uid Limit: 30 % Plasticity Index: 17 % Date: 9/1/11 <br />avel: 23 % Sand: 11 % Silt k Clay ( -200): 66 % I Job. No. 08 -8099 1 Tech: JS <br />25 30 <br />fg-1-7r-a—EFa(MgA. ..1 <br />R.1ge DM <br />s. Clara. WW <br />MM <br />a <br />G <br />mm <br />No- <br />-6q ft-60 <br />i <br />0 5 10 15 20 <br />Moisture Content - % <br />Job Name: Pond 16 Area Remediation PROCTOR TEST <br />Sample Location: Center Borrow Area RESULTS <br />Soil Description: Slightly Sandy Clay w/ Bedrock Fragments Sample No. 2P <br />Maximum Dry Density: 112.4 pcf Opt. Moisture Content: 14.0 % Procedure: ASTM D698 <br />uid Limit: 30 % Plasticity Index: 17 % Date: 9/1/11 <br />avel: 23 % Sand: 11 % Silt k Clay ( -200): 66 % I Job. No. 08 -8099 1 Tech: JS <br />25 30 <br />fg-1-7r-a—EFa(MgA. ..1 <br />R.1ge DM <br />s. Clara. WW <br />