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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 />c-� <br />0 <br />n <br />a <br />0 <br />0 5 10 15 <br />MOISTURE CONTENT% <br />Sample Description GRAVEL, SANDY, SILTY (GP) <br />Location M3 ROAD <br />Compaction Test Procedure ASTM D 1557 -91 <br />METHOD C <br />20 25 <br />CURVE NUMBER <br />MAXIMUM DRY DENSITY <br />130.5 <br />OPTIMUM MOISTURE CONTENT <br />5.5 % DRY WEIGHT <br />UQUId' JMFr <br />PLASTICITY INDEX <br />GRAVEL <br />SAND <br />SILT AND CLAY <br />Compaction <br />Test Results <br />30 35 <br />NL <br />NP <br />60 <br />33 <br />7 <br />PCF <br />FIG. 4 <br />