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SIGVR ANALYSIS HYDROMETER ANALYSIS <br /> Sieve Openings In Inches U.S. Slnndafd Sieves Slze of Particles In Millimeters <br /> 8" 4' 3' 1' 1.5' I' lll' In' In' 4 8 16 30 50 100 100 .031 ,019 .009 ,005 .001 .001 <br /> I(H1 — -- - - - - --- - - 0 <br /> 10 <br /> 8ll- -- --- - -- - -- - - - —_ 20 <br /> - 30 <br /> 70 -- ---- - - - - - - — <br /> w60- -- - - - - - - - - - - - - — - - 40 <br /> - - - - - - - - - - - - - - - —' S0 u <br /> 50- <br /> u <br /> 60 w <br /> p? 40_ — -- - — - - -- w <br /> 20 ----- -- - - - --- - 80 <br /> - - - - - - - - -- -- -- - - - —.. 90 <br /> ........ . .___ — -- - — — - -- —. ... ..._. .- -- --- --- —• -- — --- _�_ 100 <br /> 0 <br /> 500.0 100.0 50.0 10.0 5.0 1.0 .5 .1 .05 .01 .005 .001 <br /> PARTICLE' DIARIF;1'VIt IN AIIIJANIVITERS <br /> CODDI.liS lb Canrse I Ine Cunrse I Medium Plna CI.AY (Pinslle)TO SILT(Non-Plastic) <br /> DOUI IAMS ORAVL SAND <br /> 721-52 <br /> KY UM IUIV IU4.D0.YIq'JIiIIY HPMUNL II. III- . SOIL lll?SCRII''IION <br /> CLAY SOIL GRADIATION ANALYSI <br /> 0-1 NORTH POND DRAWN DY: SW 1O0NO. <br /> ——— <br /> C118CKLD DY. DC E95875PLA Ms <br /> DAIT: 8/8/95 <br />