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11111 <br />• <br />r <br />• <br />0 <br /> <br />• <br /> <br />• <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 '4 3/8' 3/4' 11% 3" 5'6" 8" <br />0 <br />100 <br /> 10 <br />90 <br /> <br /> 20 <br />80 <br /> 0 <br />0 70 30 W <br />K <br />U z <br />60 <br />- <br />40 <br />W <br />a 7= <br />z <br />z <br /> <br />50 Wz <br />v 50 U <br />¢ <br />I W <br />W <br />a 40 m 60 a <br /> <br /> 70 <br />30 <br />20 80 <br /> <br /> <br />10 90 <br /> <br /> <br />0 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 SAND, GRAVELLY, SILTY (SM) GRAVEL 33 % SAND 51 % <br />From TH - 4 AT 14 FEET SILT & CLAY 16 % LIQUID LIMIT 22% <br />PLASTICITY INDEX 6% <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' 11/2" 3' 5" 6" 8"0 <br />100 -- --- - -- <br /> - <br />90 - - - 10 <br /> <br /> <br />80 <br /> <br />70 30 Z <br />Z <br /> 40 <br />60 <br /> z <br />w 50 50 <br />w <br /> <br />a =- - -_ - - -- 60 a <br />40 - - --- - - -- --- - <br /> - ---- -- - - -+- - ---- - -- - - 70 <br />30 <br /> - ---- - - - -- -- - ?- -- - --- - -- <br />80 <br />20 - - -- - - -- -- - <br /> - - <br />10 -- - - - - - 90 <br /> --- - - - <br /> <br />-------- <br />----- <br />- ---- <br />------ - <br />- -- <br />-- - <br />--- <br />---- <br />-- <br />-- <br />- 100 <br />0 <br />.00 1 0.002 .005 .009 .019 .037 .074 .149 .297 0 42 590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 12' 5220 <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 SAND, GRAVELLY, SILTY <br />From TH - 4 AT 19 FEET <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />GRAVEL 33 % SAND 55 % <br />SILT & CLAY 12 % LIQUID LIMIT % <br />PLASTICITY INDEX % <br />Gradation <br />Test Results <br />FIGURE B-2