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140 <br />135 <br />125 <br />12 <br />11 <br />1 10 <br />105 <br />U. <br />0 <br />I ioo <br />)". <br />U) <br />Z <br />Cid <br />95 <br />0 <br />S <br />MOISTURE CONTENT% <br />Sample Description <br />JOB NO. 17,106 <br />10 <br />15 <br />LIQUT) LIMIT 26 1/4 <br />PLASTICITY INDEX <br />GRAVEL 0 % <br />SAND 4 2 . 7 % <br />Compaction Test Procedure ASTM D 698 , METHOD SiLT AND CLAY 5 7 . 3 <br />tt <br />CLAY, SANDY, <br />RED <br />Location TAILING POND EMBANKMENT <br />( CL ) <br />20 <br />CURVE NUMBER_ <br />MAXIMUM DRY DENSITY <br />117.5 PCF <br />OPTIMUM MOISTURE CONTENT <br />12.5 % DRY WEIGHT <br />25 <br />30 <br />Compaction <br />Test Results <br />35 <br />FIG. 2 <br />