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140 <br />• <br />1J5 -. ---- - _ . _. _ _ _ _ _ _ <br />1J0 __ -'_ __._-- _ _- __ -.- _ -- ._ _ . <br />125 I --- - <br />C~ <br />- CURVE NUMBER 6 <br />MAXIMUM DRV DENSfiY <br />102.0 pCF <br />OPTIMUM MOISTURE CONTENT <br />11 .5 % DRY WEIGHT <br /> <br />120 <br />115 <br />• <br />110 <br /> <br />T <br />L <br />°O <br />N <br />Nq . <br />T ~ <br />I i <br />105 ----_-_ --- - <br />_ .. _ i i { <br />LL I ~ <br />U ' ~ ~ <br />_' i <br />W I ~ ~ I <br />oc j f ~ i <br />~ 95 <br />0 5 10 15 20 25 JO JS <br />MOISTURE CONTENT% <br />Sample Description COAL WASTE U9UIDLIMR - % <br />PLAST1CffV INDEX - % <br />L°cation NEW ELK MINE GRAVEL 22 % <br />DEVELOPMENT WASTE PILE SAND 42 1 <br />Compaction Test Procedure ASTM D 698-91 $ILTANDCLAY % % <br />Compaction <br />JOB N°. 22.905 Test Results <br />