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<br /> <br /> <br />v <br />0 <br /> <br />9 <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' I1h" 3" 5"6' 8" <br />100 0 <br /> - - - - - - - - -- <br />90 10 <br /> <br />80 _- _- - -.- - - -- 20 <br /> <br /> --- - - - - - -- -- - <br />0 70 30 w <br /> <br />60 40 w <br />a --- - - - --- -- - - -- -- - ---- <br />Z - _ <br />r I- <br />LLJ U 50 '- -- - 50 U <br />¢ - -- - - <br /> <br />- - -- -- <br />- <br />¢ <br />W <br />a 40 <br />- <br />--- <br />- <br />-- W <br />60 a <br /> - - - - ---- t__ ---? - -- - - - - - <br /> <br />30 70 <br /> <br />20 - -- - - -- -- - - <br /> 80 <br /> <br />10 90 <br /> --- ----- - ---- <br />-. <br />- <br />?_ <br />_- <br />0 - ---- ----- --- -- ---- - - - -- 100 <br />.0 01 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 /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) <br />F SANDS GRAVEL <br /> I FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of CLAY, SANDY (CL) <br />From TH - 20 AT 9 to 14 FEET <br />GRAVEL 2 % SAND 48% <br />SILT & CLAY 50 % LIQUID LIMIT 26% <br />PLASTICITY INDEX 14% <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 <br /> <br /> <br />70 30 W <br />6) <br />Z <br />a 60 --- - - --- -- - - - 40 w <br /> - ?- ¢ <br />F - -- - --- -- -- -- N <br />v 50 50 w <br />¢ - -- -- U <br />cc <br />w <br />n.40 60 a <br /> <br /> <br />30 70 <br /> <br />20 --- --- -- - -- - -- ---- - --- 80 <br /> <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 /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL <br /> FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, GRAVELLY, SILTY (SM) <br />From TH - 21 AT 24 FEET <br />GRAVEL 15 % SAND 71 % <br />SILT & CLAY 14 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL T PROJECT NO. FC04797-125 <br />Gradation <br />Test Results <br /> <br />FIGURE B-22