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130 <br /> 125 CURVE NUMBER 2 <br /> MAXIMUM DRY DENSITY <br /> --r- 115.5 PCIF <br /> OPTIMUM MOISTURE CONTENT <br /> 15.5 % <br /> 120 <br /> —7- <br /> 115 0 <br /> ZERO AIR VOIDS SPECIFIC GRAVITY=2.70 <br /> 110 <br /> \0 <br /> L— <br /> 105 <br /> .H— <br /> T <br /> 100 <br /> 95 <br /> LL <br /> At <br /> >. 90 <br /> z <br /> LU <br /> F <br /> ❑ 85 L <br /> 0 5 10 15 20 25 30 35 <br /> MOISTURE CONTENT-% <br /> Sample Description Clay, silty, gray LIQUID LIMIT 25 % <br /> PLASTICITY INDEX 8 % <br /> Location GRAVEL - % <br /> SAND - % <br /> Compaction Test Procedure ASTM D 698 SILT AND CLAY 77 % <br /> METHOD"A" <br /> FORTUNE REVENUE SILVER MINE Compaction <br /> PROJECT NO DN47.709 <br /> C%Users\bgarcia\Documents\DN47709-Proctor1 Test Res u Its Fig. 2 <br />