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140 <br />• <br />tJ5 <br />125 --- -~--- <br />720 I ----~_- - <br />t t5 <br />• <br />tt0 <br />-- -- - -- ~ - ~ - ~ - ~ CURVE NUMBER 5 <br />' ~ MAXIMUM DRY DENSITY <br />113.0 PCF <br />OPTIMUM MOISTURE CONTENT <br />~ 9 .0 % DRY WEIGHT <br />\~a <br /> <br /> <br /> <br />W <br /> <br /> <br />U <br />I <br />705 <br /> <br /> <br /> <br /> <br /> <br />ao ' <br />- _ <br />~ ~ I <br />- ~ <br />~ <br />- I <br />I i <br />~ i <br />_- -_ __-- <br />I <br /> <br />I I <br />- i <br />, I i <br /> i <br />~ i <br />N ~ ~ <br /> <br />Q <br />W <br />1 <br />~ I . <br />.. <br /> .. _. - <br />_ . <br />_ _ - - <br /> , <br />I <br />i I <br />O 95 I <br /> 0 5 10 15 20 25 JO JS <br /> MOISTURE CONTENT% <br /> Sample Description COAL WASTE U9UIDLIMR - % <br /> PLASTICITY INDEX - % <br /> Location GOLDEN EAGLE RDA GRAVEL 35 % <br />. SAND 50 % <br /> Compaction Test Procedure ASTM D 698-91 SILTANDCLAY 15 % <br /> Compaction <br /> JOB ND. 22,9D5 Test Results <br />