Laserfiche WebLink
<br />?J <br /> <br />AIL <br />Mr <br />0 <br />00 <br />0 <br />• <br />• <br /> <br />i <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" <br />0 <br />100 <br /> <br /> 10 <br />90 <br /> <br />80 <br />20 <br /> <br /> 0 <br /> <br />z 70 30 <br />w <br />z <br /> E EEL 1 E7 <br /> _ 40 <br />a 60 w <br /> ~ <br />z <br />50 <br />w <br />50 w <br />z <br />c <br />? <br />¢ U <br />¢ <br />w <br />w <br />60 a <br />a <br />40 <br /> <br />30 <br />70 <br /> <br /> <br />20 <br />80 <br /> <br />10 90 <br /> <br /> <br /> 0 <br />0 <br />.0 <br />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 <br />0 <br /> SANDS GRAVEL <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of GRAVEL, SANDY, SLIGHTLY SILTY (GP-GM) GRAVEL 85 % SAND 7% <br />From TH - 20 AT 34 to 37 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 /> 10 <br />90 <br /> <br /> 20 <br />80 <br /> - -- - -- -- - 30 0 <br />0 70 <br />- w <br />z - z <br />a - - - 40 w <br />60 <br />a ¢ <br /> --- -- - <br /> 50 zw <br />0 50 - <br />¢ <br />w <br />-- <br />- <br />- _ <br />-- -- ¢ <br />a <br />a 40 -- -- 60 <br /> <br /> <br />30 -i <br /> <br /> - - - - - -- - - 80 <br />20 <br /> <br /> 90 <br />10 <br /> <br />- <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 0 <br /> SANDS GRAVEL <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SILT, SANDY (ML) <br />From TH - 20 AT 4 to 9 FEET <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />GRAVEL 1 % SAND 41 % <br />SILT & CLAY 58 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-21