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11111 <br />• <br /> <br /> <br /> <br />• <br />0 <br /> <br />L? <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" 1112' 3" 5"6" 8" <br />0 <br />100 -?- ----- -- - - <br /> - --- - - <br /> <br />90 - ---- 10 <br /> <br /> 2 20 <br />80 <br /> <br />z 70 - - 30 w <br /> <br /> <br />- - <br /> <br />_ <br />z <br />U) <br />- - <br />- <br />- <br />- --- <br />40 w <br />a 60 --- <br />-- -- <br />- - - - <br />- = <br />= ¢ <br /> _ <br />-- - -- - - -_-_ _ _ ?- ?._ - z <br />U 50 -- - - - ---- _?-- -'- - <br />- --- - 50 U <br />¢ -- - - _ <br />- -- -- - W <br /> <br /> <br />LLJ <br />a - <br /> <br />-- -- -- <br /> <br />- <br /> <br />--- <br /> <br />---- <br /> <br />- - - <br /> <br />-+ <br /> <br />- <br /> <br />- <br /> <br />-- <br /> <br />- - - <br /> <br />60 n. <br />40 _ --- - <br />- -- L- -- -- -- --- - -- - - <br /> _ <br />_ - -- <br />30 -- - 70 <br /> - - - -- - - <br />20 --- -- - -_ -1-. _ <br />_ _ 80 <br /> 00 <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 /> F CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, GRAVELLY, SLIGHTLY SILTY (SP-SM) GRAVEL 38 % SAND 52 % <br />From TH - 6 AT 14 FEET SILT & CLAY 10 % 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 /> - - -- - --- -- r - 10 <br />90 - - - <br /> <br /> 20 <br />80 <br /> - - --- - <br /> - 30 w <br />0 70 <br />z -- -- -- - - - <br />- - z <br /> - - - - 4 <br />w <br />60 ---- -- 0 <br />a -- ¢ <br /> 50 <br />U 50 - - -- U <br />a <br /> 60 a <br />40 - - - <br /> <br /> -- - 70 <br />30 --- - <br /> -- <br /> --- -- ---- -- - ----- - - --- - 80 <br />20 <br /> <br /> go <br />10 <br /> -- -- ---- -- - - _+-- -- --- --- -- - 100 <br />.00 - <br />-- <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 0 <br /> SANDS GRAVEL <br /> F CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample Of SAND, SILTY (SM) <br />From TH - 7 AT 19 FEET <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL T PROJECT NO. FC04797-125 <br />GRAVEL 0 % SAND 78% <br />SILT & CLAY 22 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-4