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150 <br />140 <br />130 <br />U- <br />i V <br />w <br />120 <br />N <br />110 <br />0 <br />100 • <br />90 <br />80 <br />0 <br />r <br />Zero Air Void Curves <br />G. =2.50 G. =2.60 G, =2.70 <br />__ <br />r <br />r <br />r <br />r <br />. <br />VEM <br />: <br />5 10 15 <br />Moisture Content - % <br />20 25 30 -1 <br />Job Name: Pond 16 Area Remediation PROCTOR TEST <br />Sample Location: South Borrow Area RESULTS <br />Soil Description: Clay /Weathered Claystone Sample No. 3P <br />Maximum Dry Density: 104.8 pcf Opt_ Moisture Content: 18.4 % Procedure: ASTM D698 <br />uid Limit: 45 7. Plasticity Index: 29 % Date: 9/1/11 <br />avel: 0 % Sand: 4 y, Silt & Clay ( -200): 96 7- Job. No. 08 -8099 Tech: JS <br />fcN b x. Enw-.�na•.a.�..r- V <br />(970)ers7eep Fe. (970)BM7891 <br />259D CW� Uge WW <br />S.ambm SpMps C W.&MW <br />