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HYDROMETER ANALYSIS <br />I <br />SIEVE ANALYSIS <br />N.V. <br />Ou <br />TIME READINGS <br />1w 'M <br />I x325 <br />I U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />YICC ow 138 018 010 04 3W' Ya• 11 3 Sr <br />C iW <br />30 <br />Z <br />Q <br />� <br />w <br />� <br />5p <br />Z <br />Vf <br />Q <br />a <br />Z <br />w <br />a <br />u <br />Z <br />w <br />a <br /><o <br />BO <br />— <br />20 <br />W <br />Ff- <br />...T,- <br />I <br />t <br />-C <br />__ <br />10 <br />.Wl 002 .W9 .IXb 419 G:: lou .025 9W 1.0 2.W <,>5 85 194 373 M2 152 <br />DIAMETER OF PARTICLES IN MILLIMETERS <br />0 <br />2p3 <br />cur <br />ar 3uw <br />VFW h E MELRw <br />mwvEi <br />f COtw3,E3 <br />GRAVEL 0 % SAND 21 % <br />LIQUID LIMIT = 33 <br />SOIL TYPE: Sandy Silly Clay <br />SILT 37 % CLAY 42 % <br />PLASTICITY INDEX = 33 <br />FROM: Boring 1 @ 5' <br />18-7-599 <br />H -P WUMAR <br />GRADATION TEST RESULTS <br />Fig. <br />S <br />