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11111 <br />0 <br /> <br /> <br /> <br />ANk <br />1w <br />9 <br />• <br />• <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 3/8" 3/4" 11h' 3' S'6" 8' <br />0 <br />100 <br /> <br />90 <br />- 10 <br /> -------- ----- ----- -- - <br /> <br />80 20 <br /> <br />70 30 w <br />z - --- - ---- - -- -? <br />- - -i --- - - _-_- <br />U) _ _ <br />- <br />-- <br />- <br />-- ;Fc <br /> <br />E 8U - <br />-- <br />- - <br />-- <br />- -- <br />--- -- <br />-+ <br />--- <br />- <br />- <br />- <br />-- 40 w <br />¢ <br />I- -- -- - _ -'-- - - _ - -- -= F <br />w 50 - - --- - - -- 50 w <br />U --- -- - -+-- - ----_ -- U <br /> <br />- <br />t?o w <br />n <br /> <br />40 <br />- . <br />60 <br /> <br /> 70 <br />30 <br /> <br />20 <br /> <br />10 ---- ---- - --- - -- - 90 <br /> <br /> - --- - --- --- -- 100 <br />0 <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 /> SANDS GRAVEL <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) GRAVEL 48 % SAND 46% <br />From TH - 17 AT 29 FEET SILT & CLAY 6 % 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'k" 3' 5'6' 8'0 <br />100 <br /> <br /> --- - -- -_.- - - -- - i- --- - 10 <br />90 <br /> <br /> 20 <br />80 -- - ----- - <br /> 30 0 <br />0 70 <br />2 -y Z <br />fA - <br />-- <br />- a <br />60 - 40 <br />a <br />U 50 <br />50 U <br />¢ <br />w -- <br />- <br />- <br />- ¢ <br />a 40 - - <br />-- 60 a <br /> - - - <br /> - --- ---- - - -- - ?- -- - -- - 70 <br />30 <br /> 1 - <br />20 --- -- -- - -- - - -- 80 <br /> <br /> 90 <br />10 <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 /> P <br />ASTIC SANDS GRAVEL <br /> CLAY (PLASTIC) TO SILT (NON- <br />L <br />) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, SILTY (SM) <br />From TH - 18 AT 2 FEET <br />GRAVEL 0 % SAND 83% <br />SILT & CLAY 17 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <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-11