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I <br />I <br />`~ <br />PROJECT Somerset Mine <br />CLIENT Jim Stover - Somerset Mininq Company <br />SAMPLE LOCATION Coal GOB Pile <br />SOIL TYPE Coal Goa <br />TEST N°• 78658 Report 2 <br />DATE 9-13-93 <br />TEST BY KTA <br /> <br /> SIEVE SIZE % PASSING <br /> TYPE TEST ASTM 1557-91/4718-87 <br /> MAX <br />DRY DENSITY 73.8 <br />f <br /> . <br />pc ~ 100 <br />130 Corrected 7B•~ <br /> 6/8 <br />10 <br />5 2~ 99 <br /> % <br />. <br />. <br />OPTIMUM MOISTURE <br /> 2 95• <br /> -3/4~~ <br /> FRACTION USED 13 92 <br /> <br /> 1 84 <br /> 0750 <br />0 <br /> . <br />MOLD SIZE <br />cu. ft. 3/4 77 <br />120 <br /> 1/2 68 <br /> <br /> 3/8 61 <br /> <br /> 4 45 <br /> <br /> 10• 31 <br /> <br /> 20 21 <br />110 <br /> 40 16 <br /> <br /> 100 11 <br /> <br /> 8.4 <br />200 <br /> BVoids = 8 <br />89(Co <br />e <br /> pp <br />. <br />49 <br />(Coaise) <br />1 <br /> SPECIFIC GRAVITY <br />100 <br /> UNIFIED CLASSIFICATION ti/A <br /> <br /> N/A <br /> LIQUID LIMIT <br /> N/A <br /> PLASTIC LIMIT <br /> <br /> N/A <br />A <br /> PL <br />STICITY INDEX <br />~ 90 <br /> <br /> <br /> <br /> <br />r <br /> <br />~ ~o2k,~CTGlO = BY <br />z As H D- <br /> r 4 I <br />o <br />ao <br /> <br />} <br /> <br />0 <br /> <br /> <br /> <br /> <br /> <br />70 <br /> <br /> <br /> <br /> <br /> <br /> c <br /> s <br />? <br />Gs <br />~o <br />60 0 5 10 15 20 25 Gsz so <br />MOISTURE - % DRY WEIGHT ZERO~'~ <br />AIR VOIDS <br /> <br />MOISTURE -DENSITY RELATION LINCOLN <br />L' DeVOR E <br />ENGINEERS <br />GEOLOGISTS COLORA00: COLORADO SPRINGS <br />GRAND JUNCTION , PueeLO , <br /> <br />