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<br /> <br /> <br />CLAY TO GILT <br />1 <br />GRAVEL 78 % 6AND 2I % SILT MID CuT 1 % <br />LIQUID LIMIT % PLASTIGTT INDEX % <br />SAMPLE OF Coal refuse FROM Sample 4 before <br />Relative Density <br /> <br />~ J <br />s <br />t <br />chen and associates, inc. <br /> NVOROMETER ANALYSIS SIEVE ANALYSIS <br /> <br />N <br />~~5 TIME READINGS <br />NN ]NR <br />YIN 15 MIN W YIN /0 MIN .MIN 1 MIN '70 U.S. STANDARD SERIES <br /> <br />D '100 'SO •p'>D •16 •140 CLFAR SQUARE OPENINGS <br /> <br />Y' K' 1'M1' J' !'6' <br /> <br /> <br />~ 10 <br /> <br /> <br />ED p <br /> <br /> <br /> >D <br /> <br /> f <br />b; <br /> <br /> <br /> SOI <br /> <br /> <br />p fb i <br /> i <br />b ~0 <br /> <br /> <br />m ~ <br /> <br />M W <br /> <br /> <br />0 100 <br /> .om aoa ~ 415 mT ATE .IK a1 2E0 vn ~e aTS E6Y w.1 x.1 R{7 1n <br />ax as 1u <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />CLAT TO SILT FIME MEDIUM COARSE FINE 011AVE COARSE COBBLES <br />GRAVEL 66 % SAND ;2 % SILT ANO clAr 2 % <br />LIQUID LIMIT % PLASTIGTV INDE% % <br />SAMPLE OF COaI refuse FROM Sample 4 after <br />#20,084 <br />GRADATION TEST RESULTS <br />Relative Density <br />Flg <br />s <br />1 DIAMETER OF PARTICLE IN MILLIMETERS 1 <br />