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<br />• <br /> <br />AOL <br />w <br />qw <br />s <br /> <br />Am <br />VF <br />db <br />1w <br />• <br />Alk <br />Mw <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' 11h" 3" S'6" 8' <br />0 <br />100 <br /> -- - - <br />90 --- ---- --- - -- 10 <br /> <br />80 <br /> <br /> <br />0 70 30 w <br /> Q <br />¢ 40 w <br />60 <br />a - - - - <br />-- <br />- - ---- <br />-- -- ¢ <br />F_ _ _ -?_ <br />- - - <br />- F- <br />U 50 - - - - - - - 50 U <br /> <br />wa - - -- -- - - - 60 ww <br />40 - --- <br />OF <br /> 0 <br />30 70 <br /> <br /> 80 <br />20 <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 /> TO SILT <br />NON <br />PLASTIC <br />LAY <br />PLASTIC SANDS GRAVEL <br /> ( <br />- <br />) <br />( <br />) <br />C FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, GRAVELLY, SLIGHTLY SILTY (SP-SM) GRAVEL 28 % SAND 66% <br />From TH - 23 AT 34 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 /> 10 <br />90 <br /> <br />80 <br /> --- <br /> - 30 <br />70 ----- - - - -- - - - --- - z <br />U) - <br />60 -- - -- - 40 <br /> ~ <br />z - 50 <br />¢ 50 - - U <br />w - -- -- - -- <br />- ---- <br />- <br />- - ¢ <br />a 40 60 a <br /> <br /> - 70 <br />30 _ <br /> ? <br />20 <br />---- - <br />- <br />80 <br /> <br /> <br /> <br /> ---- - - ------ - f _ ---- <br />- - - <br />- 100 <br />0 <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 /> P <br />TI <br />TO SILT <br />NON <br />PLASTIC SANDS GRAVEL <br /> CLAY ( <br />LAS <br />( <br />- <br />) <br />C) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) <br />From TH - 23 AT 39 FEET <br />GRAVEL 50 % SAND 43% <br />SILT & CLAY 7 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />Gradation <br />Test Results <br />FIGURE B-24