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; - <br />PROJECT ~~>~• aste <br />CLIENT Somerset Mine <br />SAMPLE LOCATION GOS Pile <br />SOIL TYPE Waste Coal <br />TYPE TEST ASTM D-698-A <br />OPTIMUM MOISTURE °/ - I inn <br />, <br />FRACTION USED -a4 <br />1/30 <br />MOLD SIZE eu. ft. -3/4~~ <br />_ I/2" <br />- 3/8'~ <br />_ 4 <br />IO loo <br />ioo <br />ioo <br />99.9 <br />86.9 <br /> <br /> 20 70.3 <br /> _ <br /> QQ 55.4 <br /> _ <br /> 100 39.4 <br /> - <br /> 200 24.5 <br />MAX. DRY DENSITY 75.0 pcf -II/2„ 100 <br />1 16.2 " <br />_.005 <br />2 <br />v <br />'a <br />} <br />F <br />N <br />2 <br />W <br />0 <br />} <br />o: <br />0 <br />9 <br />80 <br />70 <br />6o C <br />to <br />TEST No• 81827-J Report iil <br />DATE 11-18-94 <br />TEST BY RL <br />SIEVE SIZE % PASSING <br />SPECIFIC GRAVITY <br />UNIFIED CLASSIFICATION <br />LIO UID LIMIT <br />PLASTIC LIMIT <br />PLASTICITY INDEX <br />is zo ~ ZER°, <br />MOISTURE - % DRY WEIGHT AIR VOIDS <br />LIN C 0 L N GOLORAOO:GOLORADO SPRINGS <br />coal <br />MOISTURE -DENSITY RELATION L' DeVORE GRAND JUNCTION ,PUEBLO , <br />ENGINEERS <br />GEOLOGISTS <br />