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Table 3-6 <br />Atterberg Limits and P-200 Test Results <br />SDRI Test / 25% Ione C!M Admix <br />SDRI Test Pad/ 50% Ione Clay Admix <br />Waste Management Unit D-93 <br />Waste Management Unit D-93 <br />Forward Landfill <br />Forward Landfill <br />:. - .. <br />t <br />.. Sample . <br />boa : <br />..: <br />Lr Plastic. _ <br />icity <br />Passing <br />1t1 â–ºber TO <br />e <br />°t Lia is <br />1ndex <br />AM <br />SC -25-1 2 <br />CL <br />35 17 <br />18 <br />75 <br />SC -25-2 2 <br />CL <br />37 15 <br />22 <br />79 <br />ST -25-1 <br />CL - <br />40 19 <br />21 <br />81 <br />ilntess aaiteryise poled; correspond, to. iTity.sampies <br />2 'iitese samples co <br />nd ur: eid moisture density: samples <br />Table 3-7 <br />Atterberg Limits and P-200 Test Results <br />SDRI Test Pad/ 50% Ione Clay Admix <br />Waste Management Unit D-93 <br />Forward Landfill <br />Percent " <br />-Sample <br />Soil <br />Liquid Plastic Plasticity <br />Passing <br />Number <br />Type . <br />Limit Limit <br />index <br />#200 <br />SC -50-1 2 <br />CL <br />45 19 <br />26 <br />87 <br />SC -50-2 2 <br />CL <br />45 17 <br />28 <br />88 <br />ST -50-1 <br />CH <br />53 22 <br />31 <br />88 <br />EUnlm otherwise noted,.these samples come to permeability samples <br />Tbese samples coffffond <br />In field moisture and density :samples <br />