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Table A-1 <br />Laboratory Investigation <br /> LABOR ATORY ATTERBERGLIMITS PASSING GROUP SOIL TYPE <br />SAMPLE <br />NO. MAX DRY <br />DENSITY <br />PCF OMC LIQUID <br />LIMIT PLASTICITY <br />INDEX NO. 200 <br />SIEVE INDEX USCS AASHTO <br />S 7 123.0 7 7.5 25 0 39 1 SM A-4 <br />S2 124.5 10.0 0 0 29 0 SM A-2-4 <br />S3 106.5 16.5 30 0 61 5 ML A-4 <br />S4 106.5 16.5 26 0 55 4 ML A-4 <br />S5 123.0 11.5 24 0 42 1 SM A-4 <br />S6 123.0 11.5 0 0 44 2 SM A-4 <br />S7 724.5 10.0 0 0 30 0 SM A-2-4 <br />SB 131.0 7.5 31 13 28 0 SC A-2-6 <br />S9 131.0 7.5 23 3 20 0 SM A-2-4 <br /> <br />Cla stone 95.0 28.0 75 55 94 58 CH A-7-6 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Job No. 32,637 Table A-1 <br />