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140 <br />135 <br />130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />JOB NO. 21,006 <br />L <br />0 <br />O <br />-o <br />9 <br />0 <br />Compaction <br />Test Results <br />CURVE NUMBER <br />MAXIMUM DRY DENSITY <br />121.0 PCF <br />OPTIMUM MOISTURE CONTENT <br />9.0 % DRY WEIGHT <br />0 5 10 15 20 25 30 35 <br />MOISTURE CONTENT% <br />Sample Description GRAVEL, SILTY TO CLAYEY LIQUDLIMf1 24 % <br />(GM -GC ) PLASTICITY INDEX 6 % <br />Location #2 BIN PAD GRAVEL 46 % <br />SAND 37 % <br />Compaction Test Procedure ASTM D 1557 -91 SILTANDCLAY 17 % <br />METHOD C <br />FIG. 3 <br />