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HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> T1.E READWGS u.5.STANDARD SERES CLEAR SQUARE OPENS <br /> i3IN WN 6OWN �M WIN DAN izoo t� R50140.430 4� /p!a Y• ,� sti' lyz s' s c- e' <br /> 0 <br /> 00 <br /> 10 <br /> 90 <br /> 20 <br /> SD <br /> 30 <br /> 70 w <br /> c� 40 Z <br /> Z � a <br /> aEHE so <br /> a <br /> r50w <br /> b 6 cr <br /> CC 40 <br /> W <br /> d <br /> 70 <br /> ------------- <br /> ]O <br /> EO <br /> IO <br /> 90 <br /> ID <br /> qO <br /> 4 .W L19 4. 'i Him. <br /> 127 <br /> A01 D02 DOS A" .019 ,4 <br /> DIAMETER OF PARTICLE NI MLLMETERS <br /> SAND GRAVEL COBBLES <br /> CLAY TO SILT SAND <br /> COARSE FK COARSE <br /> SPECIFIED <br /> SIEVE SIZE PERCENT PASSING PERCENT PASSING <br /> 3 100 <br /> 1-1/2 90 <br /> 3/4 83 <br /> 3/8 75 <br /> #4 67 <br /> #8 55 <br />_ #16 47 <br /> #30 38 <br /> #50 32 <br /> #100 26 <br /> #200 22 <br /> i <br /> GRAVEL 33 % SAW 45 9. SILT AM CLAY 22 7 <br /> LKW LUT % PLASTICITY lDDC % <br /> SA LGU OF: <br /> FROAk Dam 4 — Zone 2 <br /> DATE SAMPLED: 10/11/9 5 <br /> i <br /> 95-435 <br /> Kumar 8t Associates GRADATION TEST RESULTS FIG. 4 <br />