Laserfiche WebLink
1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />., <br /> <br />chen and associates, inc. <br />z <br />N <br />N <br />n <br />i <br />6 <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />TIME READInG$ <br />a2gR lqP. <br />5 MIN IS MIN. 60 MIN. 19 MIN ~ MIN. 1 MIN. '4 <br />~ U S. STANDARD SERIES <br />'10 <br />00 '100 'S0 'IO ']0 '1p B CLEAR SOUwgE Oq ENIN <br /> <br />Y" 1•F' ]" 5"6" <br /> <br />9" <br />0 <br /> <br />~ 10 <br /> <br /> <br />BO 40 <br />]0 <br /> ~ <br /> <br />ffl b <br /> <br />~ ~ <br /> <br />b ~ <br /> <br />~ TD <br /> <br /> <br />~ ~ <br />10 <br /> ~ <br />0 ~« <br /> t .0 04 .00 5 OO p .O1 p OJ >' .p1 ~ .u p .4 p1 .Sp O t. i9 4. b l] E 9. 54 19 .1 ]B .I TA 2 vv 4 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />CUY TO SILT <br />42 <br />w <br />z <br />C <br />i <br />a <br />1 <br />GRAVEL % SAND 1Z % SILT AND CLAY 88 % <br />LIQUID LIMIT 41 % PLASTICITY INDE% 22 % <br />SAMPLE OF slightly sandy Clay FROM D4 @ 2-3.5' <br />u <br />N <br />w <br />U <br />6 <br />6 <br />CLAY TO SILT I v I UnwveL I <br />I LINE Mvnll lu ICOBBLE$ <br />GRAVEL 24 % SAND 47 % _-~ SILT AND CLAY c'z9 %f <br />LIQUID LIMIT % PLASTICITY INDE% ~° <br />SAMPLE OF clay gravelly SaD~. FROM D4 @ 9 <br />a20, 240 GRADATION `i EST RESULTS <br />Fig. 31 <br />~ DIAMETER OF PARTICLE IN MILLIMETERS ~ <br />