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<br />• <br />Ask <br />Mw <br />z <br />AL <br />qw <br />00 <br /> <br />C? <br />Ah <br />wr <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" 1'h' 3' 5'6' B. <br />0 <br />100 <br /> <br /> <br />90 10 <br /> <br /> <br />80 ----- ------- ----- --- ------ --- <br /> - -- - ---.J _ -- <br /> -- --- -- <br />0 70 <br />- <br />--- <br />-- <br />- 30 w <br />Z ---- -- - ------- - ------ - __ r _ - Z <br />a 40 w <br />60 <br />a - - - -- ¢ <br /> -- <br />U 50 - - - - -- --- - -- - +- --? - 50 w <br />¢ -- -- - ---- --- r - <br />- - <br />- ¢ <br />w <br />a <br />--- <br />-- <br />---- - <br />--- _-- <br />- _ <br />--+-- ----{- <br />- <br />-- w <br />60 a <br />40 -- - -- -? - --- <br /> <br />30 _ _ 70 <br />20 <br />80 <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 /> T <br />T <br />ILT <br />NON <br />PLASTIC SANDS GRAVEL <br /> ( <br />- <br />) <br />CLAY (PLAS <br />IC) <br />O S FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample Of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) GRAVEL 58 % SAND 36% <br />From TH - 16 AT 14 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' 8'0 <br />100 ?- - --- ' - - - - - <br /> - - - -- <br />90 - - --- - ---- -- - - -r 10 <br /> <br /> --- --- - -- 20 <br />80 <br /> <br /> 30 <br />z 70 Z <br />c <br />n <br />< 60 40 <br />w <br />0 - ---- -- - - - - <br />z -- - - +- _ cc <br />50 50 <br />(w - - - <br />a 40 - - --- - - - - -- 60 a <br /> --+ - - - -- <br /> <br />30 <br /> <br /> <br />20 A 80 <br /> <br /> 90 <br />10 <br /> <br /> 100 <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 <br />0 <br /> TO SILT <br />NON <br />PLASTIC <br />PLASTIC SANDS GRAVEL <br /> ( <br />- <br />) <br />CLAY ( <br />) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) <br />From TH - 17 AT 24 FEET <br />MCLALIGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />GRAVEL 52 % SAND 42 % <br />SILT & CLAY 6 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-10