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150 <br />140 <br />130 <br />Zero Air Void Curves <br />GS=2 50Gs=2 603,=2 70 <br />L <br />WE <br />ME <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br />Job Name Wilson Storage Pond Liner PROCTOR TEST <br />Sample Location On -Site Clay Liner RESULTS <br />Soil Description Slightly Sandy Clay Sample No.- 9P <br />Maximum Dry Density, 106 6 pcf Opt. Moisture Content 18 0 % Procedure ASTM D698 <br />`d Limit 38 % Plasticity Index: 23 % Date 5/30/2017 <br />_lel: 0 % Sand 8 % Silt & Clay (-200) 92 % 1,fobNo17-10754ITech RE <br />NorthWn C. I. ndo.nS Oti.t1 Inc <br />a......d,. M.... v .�......, . <br />1117 <br />