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L,n•t-ry <br />Chen and associates, inc. <br />• <br />• <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> <br />!A <br />m TwE READINGS <br />M M 15 Y M 60 YIN 10 MIN ~ MIN 1 MIN. U.S. STANDARD SE/IIEb <br />'Im 'S0 VO'70 '15 •10.0 U NIN <br />M' K' 1'A" ]" 5' 6" <br />0" <br />° <br /> <br />p ,o <br /> <br /> <br />p A <br /> <br />TD ~ <br /> <br />t0 W <br /> <br />YI '+° <br /> <br />~ ~ <br /> <br /> ,0 <br /> <br /> <br />m ~ <br /> <br /> <br />10 7° <br /> <br />° ° <br /> , .a oa o ae m o A 1Y w 7 A 7~ .1 ~Y a aT e ao v1a Yf a 7a a 62 10 .1 x .1 7 e.z ,n <br />£g <br />j <br />yV <br />6 <br /> Ml [.V ~ <br /> DIAMETER OF PARTICLE IN YILLIYETERS <br /> ~ GRAVE <br />CLAY TO 61LT FINE YEDIUM MSE COARSE COBBLES <br />FINE <br />GRAVEL 28 % 6MID 42 % SILT AND G.AY 3O % <br /> % % <br />LIQUID LIYIT UViTIGTV INDEX <br /> I <br />SAMPLE OF Coal refuse FROM Hole R4 at depth 29'-0" <br />0 <br />y <br />i <br />z <br />w <br />U <br />P <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />TWE READINGS <br />7f HN 7 HR <br />LSYIN tS NIN IO YIN IO YIN ~41N IYIN '7 <br />W U.S. STANDARD SERIES <br /> <br />W '100 'SO YO'7° '16 •14E •~ CLEAR SQUARE OPENINGS <br /> <br />M' K' 1ri' ]" 5"d" <br /> <br />0 <br /> <br />Ep 10 <br /> <br /> <br />p A <br /> <br /> <br /> <br /> <br /> W~ <br /> <br /> <br /> '~L <br /> F <br /> <br />~ ~~ <br /> 1 <br />~° 70 <br /> <br />m ~ <br /> <br /> <br />10 ~ <br /> <br />0 tW <br /> .ao z o m m o -01Y E m m ~ .N P ~ 7 S EO 1. 10 x a TS a bT 1 0.1 x ., 7s .z 1n <br />t <br />O <br />Z <br />F <br />2 <br />U <br />6 <br />Y <br />I,.. ..~ <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />• <br />CLAY T061LT FINE YEDIUM COARSE FINE COARSE COBBLES <br />GRAVEL G % SAND 42 % &LT AND CLAY S2 % <br />' LIQUID LIMI7 % PLAGTIGTY INDEX % <br />SAMPLE OF Coal refuse. FRDY Hole R5 at depth 9'-0" <br />#20,084 GRADATION TEST RESULTS Fig. 24 <br />