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<br />• <br />w <br />r <br />4 <br /> <br />0 <br />0 <br />7 <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" 1'fz" 3" 5"6" 8' <br />0 <br />100 <br /> <br />90 10 <br /> <br /> --- - -- - --- ---- - - 20 <br />80 --- <br /> <br />0470 - 30 w <br /> <br /> 40 w <br />a 60 ----- -_-_ - -__ -1- <br />? <br />--- -- - -- -- - - _-_- - _ - o? <br />w 50 ---- _ _ _ - -- - - 50 w <br />L - -_-- - <br />a - -- - + -- -- -- - - ww <br />40 80 <br /> <br /> 70 <br />30 <br /> <br />20 80 <br /> <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 (GP) GRAVEL 49 % SAND 46% <br />From TH - 8 AT 29 FEET SILT & CLAY 5 % 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' tfz" 3" 5"6' 8"0 <br />100 <br /> <br />90 - - -- -- -r 10 <br /> --- -- ---- r-_ - -- - -- <br /> - 20 <br />80 <br /> - - <br /> 30 w <br />0 70 <br />Z <br />Z Z <br /> <br />- <br />-- <br />--- <br />- ¢ <br />40 <br />a 60 LLJ <br />F- - --- -- - - - <br />v 50 <br />50 _ v <br /> -1 <br />0 <br />a 40 60 a <br /> <br /> -? 70 <br />30 <br /> - <br />20 <br />- <br />- <br />- <br />- <br />-- <br />-- - <br />80 <br /> <br /> 90 <br />10 <br /> ---- - 100 <br />.00 -- <br />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, SLIGHTLY SILTY (SP-SM) <br />From TH - 9 AT 19 FEET <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />GRAVEL 38 % SAND 54% <br />SILT & CLAY 8 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-6