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<br />1d0 <br />135 <br />t30 <br />t25 <br />120 <br />115 <br />t10 <br />705 <br />LL <br />U <br />d <br />tw <br />a <br />z <br />W <br />~. <br />0 45 <br />0 5 10 t5 20 25 <br />MOISTURE CONTENT% <br />Sample Description CLAY, SANDY, SILTY, BROWN (CL) LIQUIDLIMIT_ <br />PLASTICIiV INDEX <br />LOCa11OD GRAVEL <br />SAND <br />Compaction Test Procedure ASTM D 1557-78A SILT AND CLAY _ <br />JOB N0, 18,349 <br />30 35 <br />32 <br /> ,o <br />16 <br /> <br /> <br />6B ,o <br />Compaction <br />Test Results FIG. 1 <br />