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1 <br />U <br />0 <br />i <br />W <br />0 <br />} <br />ag <br />140 <br />135 <br />130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />0 95 <br />JOB NO. 21,006 <br />0 5 <br />MOISTURE CONTENT% <br />10 15 <br />CURVE NUMBER <br />MAXIMUM DRY DENSITY <br />130.0 PCF <br />OPTIMUM MOISTURE CONTENT <br />8.0 % DRY WEIGHT <br />20 25 30 35 <br />Sample Description GRAVEL, CLAYEY , SANDY (GC) UQUID LIMIT 25 % <br />PtAST1CfTY INDEX 10 % <br />Location #5 ROAD GRAVEL 68 % <br />SAND 20 % <br />Compaction Test Procedure ASTM D 1557 -91 SILT AND CLAY 12 % <br />METHOD C <br />Compaction <br />Test Results <br />FIG. 5 <br />