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<br />• <br />C <br />LI <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. I MIN. '200 '100 "50 '40 '30 '16 "10 "8 -4 3/8" 3/4" 11/2" 3" 5-6- 8" <br />100 0 <br /> <br /> <br />90 <br />-- <br />------- <br />----- <br />------ <br />--- <br />--- <br />---- <br />- <br />--- 10 <br /> -- - --- --- - -- <br />80 - - -- -- 20 <br /> <br />70 w <br />z --- -- - -- --_ - 30 <br />z <br /> - -- - _ <br />¢ 60 ------ -- 40 w <br /> <br />50 <br /> 50 U <br />a - ---- - - ?-- ---- --- a <br />40 60 <br /> <br />30 <br /> _ 70 <br /> <br />20 80 <br /> --- -- - - <br />10 - - - ---- -- - --- 90 <br /> <br />0 ---- - --- - ---- <br />8 J <br />100 <br /> <br />.0 <br />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 />_ <br />0.42 152 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />0 <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL <br />=?= <br /> FINE MEDIUM COARSE FINE COARSE <br />COBBLES <br />Sample of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) GRAVEL 78 % SAND 16 % <br />From TH - 19 AT 24 to 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'h" 3" 5"6" 8" <br />100 0 <br /> <br /> <br />90 -- r- r- - -. 10 <br /> <br /> <br />80 - 20 <br /> <br />0 70 30 O <br />z -- -- -- - w <br />z <br /><n -- - -- - -- <br />a 60 <br />- <br />- <br />qp w <br />F -- -- -- - -- ¢ <br />50 50 w <br />v <br />¢ U <br />W <br />a <br />_ <br />_ <br />-- <br />- ¢ <br />4U 60 a <br /> <br />30 + -- - - - - - 70 <br /> <br /> - -- - - --- -? <br />20 80 <br /> <br />10 90 <br /> <br /> <br />0 <br />.00 <br />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 100 <br />0 <br />I I CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL <br /> FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample Of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) <br />From TH - 19 AT 29 to 31 FEET <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL T PROJECT NO. FC04797-125 <br />GRAVEL 65 % SAND 26% <br />SILT & CLAY 9 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-16