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HYDROMETER ANALYSIS <br />SIEVE ANALYSIS <br />25 FIR. 7 HR. <br />45 MIN. 15 MIN. <br />100 <br />90 <br />0 <br />G 70 <br />(7) <br />< 60 <br />a. <br />w 50 <br />0 <br />ce <br />U.1 <br />0 . 40 <br />30 <br />20 <br />10 <br />0 <br />.001 0.002 <br />TIME READINGS <br />60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 •50 `40 '30 '16 '10 '8 <br />U.S. STANDARD SERIES <br />CLEAR SQUARE OPENINGS <br />'4 3/8' 3/4" 1W <br />7 . ! !!! ; •■ L a— • <br />5 .009 .019 .037 .074 .149 .297 0 590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 <br />.42 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />3" 5"6" <br />• <br />•,•-• ) 10 <br />7t2:7.7.t <br />"130 <br />50 <br />— .4=1 60 <br />• <br />70 <br />1 80 <br />7::1 90 <br />76.2 127 200 <br />152 <br />CLAY (PLASTIC) TO SILT (NON-PLASTIC) <br />SANDS <br />FINE J MEDIUM 1 COARSE <br />GRAVEL <br />FINE I COARSE I COBBLES <br />Sample of CLAY, SANDY (CO <br />From TH - 1 AT 4 FEET <br />GRAVEL 8 % SAND <br />SILT & CLAY 58 % UQUID LIMIT <br />PLASTICITY INDEX <br />34 % <br />0 <br />90 <br />G 70 <br />2 60 <br />LIJ 50 <br />a' 40 <br />60 <br />45 MIN, 15 MIN 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 '50 '40 '30 '16 "10 "8 <br />30 <br />20 <br />HYDROMETER ANALYSIS <br />SIEVE ANALYSIS <br />25 HR. 7 HR, TIME READINGS <br />10 <br />0 <br />.001 0.002 <br />U.S. STANDARD SERIES <br />CLEAR SQUARE OPENINGS <br />'4 3/9" 3/4" 1W 3" 5"6" 8" <br />0 <br />_i_A_tAl A ■ — —..-1 ...---i 4 s. I.,.. 1.t. 1,—.4 .41— il. i q' <br />. 149 .297 .590 1.19 2.0 2.38 4.76 9,52 19.1 36.1 <br />0.42 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />.005 .009 .019 .037 .074 <br />76.2 <br />10 <br />20 <br />30 <br />40 <br />70 <br />80 <br />90 <br />100 <br />127 200 <br />152 <br />CLAY (PLASTIC) TO SILT (NON-PLASTIC) <br />SANDS <br />FINE I MEDIUM f COARSE <br />GRAVEL <br />FINE I COARSE [COBBLES <br />Sample of CLAY, SANDY (CO <br />From TH - 2 AT 1 FEET <br />THE UNION MILLING COMPANY <br />TAILING POND <br />PROJECT NO, DN45,584-130 <br />S1PROJECTS1455001DN45584.000113013. Leners‘1.1113N45584-130-1-1-X1(gr50) <br />GRAVEL 3 % SAND <br />SILT & CLAY 58 % LIQUID LIMIT <br />PLASTICITY INDEX <br />Gradation <br />Test Results <br />39 % <br />FIG. A-1 <br />