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1 <br />1 <br />Chen and associates, inc. <br />O <br />Z <br />N <br />6 <br />2 <br />6 <br />W <br />6 <br />O <br />z <br />i <br />0 <br />z <br />U <br />O <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> <br />It <br />.5 <br />00 TIME READINGS <br />NR. T NR. <br />MIN IS MIN. 60 MIN. 19 MIN. MIN. 1 MIN. 'p US STANDARD SERIES <br /> <br />p •100 •50 '0'00 '16 •1°s CL q SOVARE PENIN <br /> <br />%• %' 1%' T 5.9. 9• <br />p <br /> <br /> <br />90 10 <br /> <br /> <br />90 p <br /> <br />70 00 <br /> <br /> <br />60 .0 <br /> <br />SO 50 <br /> <br />p ~ <br /> <br /> )0 <br /> <br />~ m <br /> <br />10 y0 <br /> <br /> <br />0 ~ <br />.001 .W7 .005 .009 .019 AI7 .07~ .H9 297x7390 1.19 iD~ l79 9.57 19.1 ]9.1 762 liJ~ <br />DIAMETER OF PARTICLE IN MILLIMETERS OL <br />CUYTO SILT FIRE SµMEOIUM COARSE FINE GMVECOARSE COBBLES <br />GRAVEL O % SAND 2$ % SILT AND CLAY ] z X <br />LIQUID lIM1T 37 X PLASTICITY INDE% 22 X - <br />SAMPLE OF Sl lty Cady Wlth some sand FROM Hole 1 at depth 43.01 <br />(CL) <br />u <br />Z <br />i <br />y <br />i <br />u <br />i <br />i <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> <br />7~ <br />13 <br />~ 7lME READINGS <br />NR 7 NR. <br />MIN 13 MIN. 60 MIN. 19 MIN. MIN. 1 MIN. '7 U.S. STANDARD SERIES <br /> <br />00 'l00 •50 '.0'00 •i6 •109 '~ CLEAA SOUME OPENINGS <br /> <br />%' %• 1%' ]• S'S <br /> <br />0 <br /> <br /> <br />90 10 <br /> <br />EO 20 <br /> <br /> <br />70 ~0 <br /> <br /> <br />~ bi <br /> <br /> <br />w sox <br /> <br /> <br />.0 w <br />fi0 U <br /> W <br /> <br />]0 n <br />70 <br /> <br /> <br /> <br />70 g0 <br /> <br /> <br />10 g0 <br /> <br /> <br />5 <br />.0 <br />01 .00 <br />7 .005 .009 D19 -0 <br />07 .07 <br />~ .1~ <br />9 2 <br />97 3 <br />90 1.19 . <br />b x.76 937 19.1 >a <br />l ]6 <br />2 147 1~ <br />[.V <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />154 <br />CLAY TO SILT FINE ~MEDIUM COMSE_ FINE V^^•~COARSE COBBLES <br />GRAVEL ej % SAND LOX SILT AND CLAY HF) % <br />LIQUID lIM1T 40 X PLASTICITY INDEX 24 % <br />SAMPLE OF S1~t,Y Cady with a trace FROM Hole 2 at depth 30.0' <br />of sanr• and :r~v~l (CL) <br />GRADATION TEST RESULTS <br />GEO-HYDRO CONSULTING, INC. <br />