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1a0 <br />• <br />135 CURVE NUMBER 4 <br />MAXIMUM DRV DENSITY <br />99 PCF <br />OPTIMUM MOISTURE CONTENT <br />9. 5 % DRY WEIGHT <br />1J0 <br />125 I - ~ \ ~ ~ - - <br />T <br />120 - ___ _ __ ~O _. .._ _ _ __-._.._-._ <br />a <br />L <br />O <br />'O <br />N <br />Nq <br />~~ <br />r <br />115 _ (l_ _ .. ... __ __. _ _ _____ _ _.._-__ <br />~'a <br />~L <br />• 2` <br />e~ <br />O <br />1 10 - _ - _ _ _ _ _. _ _ . _ _ _ - _ _ _ _ . _ _ _ _ . . _ _ - __ _ <br /> 105 -_____._ -__ _-.__._._ ___ _._ ____ __ ----. ~- - <br />LL <br />U <br />i i .. .. <br />I .. <br />a - I <br />I , -- <br />----- - - --- <br />-- - <br /> eo - r <br />- <br /> . ~ I ' <br /> <br />z <br />I ~ <br />i <br />-- <br />! <br />o I i . <br />; <br /> <br /> <br />o vs <br /> <br /> 0 5 10 15 20 25 30 JS <br /> MOISTURE CONTENT% <br /> Sample Description COAL WASTE LI9UID LIMB - % <br /> PLASTICfiY INDEX - % <br /> Location NEW ELK FtDA GRAVEL 9D % <br /> SAND 34 % <br />. Compaction Test Procedure ASTM D 698 SILTANDCLAY 16 q, <br /> Compaction <br />JOB NO. 22.905 Test Results <br />