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140 <br /> 135 <br /> MAXIMUM DRY DENSITY <br /> 123.5 PCF <br /> OPTIMUM MOISTURE CONTENT <br /> 9.0 %DRYWEIGHT <br /> 130 <br /> 125 <br /> 120 O <br /> L <br /> OO i <br /> 115 <br /> 7L <br /> 0 <br /> 110 <br /> 105 <br /> i <br /> I <br /> LL <br /> U i <br /> a , <br /> 100 _. . - ----- ---- -- — ---- <br /> i <br /> z <br /> I I <br /> r I . <br /> 0 95 <br /> 0 5 10 15 20 25 30 35 <br /> MOISTURE CONTENT% <br /> Sample Description SAND,SILTY,GRAVELLY (SM) UQUIDLIMIT 24 % <br /> PLASTICITY INDEX NP % <br /> Location TP-2 AT 0 TO 2 FEET GRAVEL 32 % <br /> (TEST PIT EXCAVATED FOR GEOTECHNICAL INVEST. SAND 54 % <br /> Compaction Test Procedure ASTM D 698 SILT AND CLAY. 14 % <br /> METHOD 'C' <br /> Compaction <br /> JOB NO. 25,385 Test Results FIG. 4 <br />