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<br /> <br />• <br />C? <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. *200 '100 '50 '40 '30 '16 *10 '8 '4 3/8' 3/4' 1?h" 3" 5'6' 8' <br />100 0 <br /> - ----- -- ------ - -- ------ - -- -- ------ <br /> <br />90 <br />80 10 <br />20 <br /> <br /> <br />70 30 tL <br /> Z <br /> <br />C 60 Q <br />40 w <br />a - - <br />-- - --- -- --- _ _-- - - --- -_- - _--_ _ ¢ <br />z - _ -- 1 -- ~ <br />LL) v 50 - _ --- - - <br />---- - ---- --- - - - 50 U <br /> - <br />- <br />- <br />-- <br />-- <br />- cc <br />w <br />a 40 L _- - -- 60 W <br />a <br /> - <br /> - -- - -- - - - <br />30 70 <br /> <br />20 <br /> 80 <br /> <br />10 90 <br /> <br />0 100 <br />.00 1 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20 <br />0.42 152 <br />DIAMETER OF PARTICLE IN MILLIMETERS 0 <br /> PLASTIC) TO SILT <br />NON-PLASTIC) <br />F CLAY SANDS GRAVEL <br /> ( <br />( FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SILT, SANDY (ML) <br />From TH - 25 AT 9 FEET <br />GRAVEL 0 % SAND 53% <br />SILT & CLAY 47 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. 200 100 50 '40 '30 16 '10 '8 -4 3/8' 3/4' 1'h" 3" 5'6" 8' <br />100 0 <br /> <br /> <br />90 - --- --- - --- -- -- 10 <br /> <br />80 20 <br /> - - - - - <br /> <br />70 30 W <br />to - --- - _- - - Z <br /> <br />60 <br />- <br />- - <br />- -- <br />- <br />-- - <br />40 w <br />i - - - <br />F- <br /> <br />- <br /> <br />- <br />F <br />U 50 50 w <br /> <br />CL 40 60 a <br /> --- - <br /> - - - - ---- --- F +- - - --- <br />30 70 <br /> <br />20 -------- ----- --- -- -- - 80 <br /> - -. ... .--- ?--- ---? <br /> - ------- - - ------------ <br />10 90 <br /> <br />0 <br />-- <br />-- --- <br />- <br />- <br />- <br />- <br />- <br />100 <br />.00 1 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20 <br />0.42 152 <br />DIAMETER OF PARTICLE IN MILLIMETERS 0 <br /> <br />LAY (PLASTIC) TO SILT (NON-PLASTIC) <br />C <br />F <br />SANDS <br />GRAVEL <br /> I FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of CLAY, SANDY (CL) <br />From TH - 25 AT 14 FEET <br />GRAVEL 0 % SAND 46% <br />SILT & CLAY 54 % LIQUID LIMIT 25% <br />PLASTICITY INDEX 13 % <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />Gradation <br />Test Results <br />FIGURE B-26