2010-10-22_PERMIT FILE - M2010071 (4)

Home Browse Search

• 0 HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. I MIN. '200 "100 '50 '40 "30 '16 '10 '8 '4 3/8' 3/4" 1fi" 3" 5"6" 8" 100 0 90 - -- - 10 -- - 80 - -- 20 0 70 z __ --_- - __-- _- - _ -- - - --- -- - - -- 30 Lu z _ __. - -_ _ a 60 40 w z - -- - --'-- - -- - - - - 50 _ ? .- - U ---- -- -- - -' 50 w U Er W - _ _ - !Z W 40 - -- L. - -- a 60 30 70 20 - - 80 - - _- 10 ---- --- --- - T 90 - -- - 0 .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 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS 100 0 CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL FINE MEDIUM COARSE FINE COARSE COBBLES Sample of SAND, CLAYEY (SC) From TH - 19 AT 9 to 14 FEET GRAVEL 1 % SAND 50% SILT & CLAY 49 % LIQUID LIMIT 38 % PLASTICITY INDEX 25 % HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 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" 111" 3' 5"6' 8" 100 0 -- - -- 90 -- - - 10 - --- --- - 80 -- - -- - -- -- 20 - - -- - -- - c7 70 z -- - - - - - 30 W - z a 60 40 w - - - H -- _ - - - W 50 - 50 z U 40 60 a 30 70 20 --- ----. .. - - --- ..- .. - ---1 80 10 90 0 100 .00 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 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS __ 0 CLAY (PLASTIC) TO SILT (NON-PLASTIC) F SANDS GRAVEL I FINE MEDIUM COARSE FINE COARSE COBBLES Sample of CLAY, SANDY (CL) From TH - 20 AT 0 to 4 FEET GRAVEL 0 % SAND 34% SILT & CLAY 66 % LIQUID LIMIT 34% PLASTICITY INDEX 20% McLAUGHLIN WATER ENGINEERS, LTD GOOSE HAVEN RESERVOIR COMPLEX EXPANSION CTL I T PROJECT NO. FC04797-125 Gradation Test Results FIGURE B-18