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11111 <br /> <br />s <br />Ink <br />w <br /> <br />09 <br /> <br />L, <br />• <br /> <br />0 <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 '4 3/8" 3/4" 1'h" 3" 5"6" 8" <br />0 <br />100 <br /> <br /> <br />90 - - <br /> <br />- <br />10 <br /> ------ ---- -- --- --- <br /> 20 <br />80 <br /> <br />0 70 <br />- 30 w <br />z -- -- - - - - - z <br />< <br /> 40 w <br />a 60 --t- - -?- - - --- ¢ <br /> <br />Z <br />-- <br />- <br />- <br />- <br />- <br />- <br />-.. - Z <br /> <br />U 50 _ r <br />- <br />- <br />- 50 w <br />U <br />¢ -- - -_ -- ? ..- _ -- -- w <br />a 40 __ <br />- --- _ -- <br />-- - _ -- - - <br />a <br />60 <br /> -- -?-- - - <br /> - - - - <br />30 - - 70 <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 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) GRAVEL 38 % SAND 54% <br />From TH - 21 AT 29 FEET SILT & CLAY 8 % 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" 8'0 <br />100 <br /> - -- <br />90 -- -- ---- --- 10 <br /> <br /> 20 <br />80 <br /> -- <br /> - 30 ° <br />0 70 <br />z w <br />z <br />rn - <br />- <br />- < <br />a 60 - - - 40 <br />w <br />Q_ - --- F_ <br />z 50 <br />U 50 - - U <br />¢ - - ¢ <br />a 60 a <br />40 <br /> -._ _ -_ -? -?- - <br />70 <br />30 <br /> - <br />20 ---- --- - -- 80 <br /> <br /> <br />10 -- 90 <br /> <br /> --- -- -..._ _ -- -'- 100 <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, SLIGHTLY SILTY (SP-S <br />From TH - 21 AT 34 FEET <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />GRAVEL 46 % SAND 49% <br />SILT & CLAY 5 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-23