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HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> T9.E READINGS U.S.STANDARD SERES CLEAR SQUARE CPEPNGS <br /> 3 Up &V 60mW roulN 4— MN zoo try Aso Yw y30 #16 ro►a Y4 3ti iv= s s B' eo <br />_ O <br /> 90 <br /> m <br /> so <br /> 30 <br /> 70 W <br /> a <br /> N eo <br /> a so <br /> d r <br /> r U <br /> b fi0 W <br /> w ro a <br /> a 70 <br /> 30 <br /> m <br />_ m <br /> 90 <br /> 0 <br /> ,00 <br /> a u -9 M� 4.76 I �� <br /> mi D63 A09 AA ,4 <br /> DIAMETER OF PARTICLE N MILLIMETERS <br /> SAND GRAVEL COBBLES <br /> CLAY TO SILT FW t.MW COARSE I fFE COARSE <br /> SPECIFIED <br /> SIEVE SIZE PERCENT PASSING PERCENT PASSING <br /> 3 100 <br /> 1-1/2 93 <br /> 3/4 83 <br /> 3/8 74 <br /> #4 69 <br /> #8 64 <br /> #16 60 <br /> #30 54 <br /> #50 48 <br /> #100 40 <br /> #200 34 <br /> GRAVEL 31 % SAND, 35 x SLT AND CLAY 34 % <br />•• LIQUID LIMIT % PLASTUTY tm % <br /> SAMPLE OF: <br /> FROkt Climax Dam 4 — Zone 1 <br /> DATE sAMPLED: 10/11/9 5 <br /> 95-435 Kumar & Associates GRADATION TEST RESULTS FIG_ 2 <br />