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130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />140 <br />135 <br />0 5 10 15 <br />MOISTURE CONTENT% <br />JOB NO. 21,006 <br />CURVE NUMBER <br />MAXIMUM DRY DENSITY <br />124.0 PCF <br />OPTIMUM MOISTURE CONTENT <br />11.0 ,% DRY WEIGHT <br />20 25 30 35 <br />Sample Description GRAVEL, CLAYEY, SANDY (GC) LIQUID UMIT 29 % <br />Location #5 MINE PLAST1CfTYINDEX 11 % <br />GRAVEL 50 % <br />SAND 23 % <br />Compaction Test Procedure ASTM D 1557 -91 SILT AND CLAY 27 % <br />MFTHCID C <br />Compaction <br />Test Results <br />FIG. 6 <br />