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vector ctor Engineering Inc. <br /> 124M L"RM&M V&%Y.Ck&30.272240 PARTICLE SIZE ANALYSIS <br /> U111012ATORYSEIZWCES "BOlUTORYWORKSHEET <br /> 01entASTMD-422 <br /> GO Prqfsd Name.- Project No: LMSAWLENQ <br /> "T �&a, �.k� <br /> Sampb JD.- Dewdpilon. <br /> F Lt 2'r., S;( Cf h <br /> Total Sample Sprit Sample <br /> SAMPLE WEIGHTS Mass moft" We <br /> Content ved DENSITY DETERMINATION <br /> for split sieve on topuaW Sam le <br /> Date: / By. <br /> Tare <br /> —7 Sam le Hftht H: In. <br /> are No.or Name: <br /> Tare <br /> P Sample Diameter,n. in <br /> are+Wet So!Mass. <br /> T Wet SON Tare mass: g <br /> Tare+ Dry Soil Mass: g 31,4 Tare Mass <br /> Tare Mass: <br /> Water Mass: Wet Sol Mass <br /> 9 iLq._0 VOIUMG Factor,4.W(D*1): <br /> Dry Solt Mass: <br /> ffZ;r2-,,0, <br /> Wet Dens Pcf <br /> Water Content: % I Dry Density: <br /> Total Dry oil Mass: r7 Pcf <br /> NOTEruses indW& The Wet ton nua <br /> STANDARDSIEVE ANALYSIS <br /> SIEVE. u <br /> &Xff SIEVE: <br /> Sieve <br /> Size I Particib Individual Cumulative Individual Cumulative Cumulative <br /> Size Mass Mass <br /> (mm) Retained Percent Percent PercentCornmen <br /> Retained —Retained Retained fassin <br /> 4" 100 <br /> Xl 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0- 25.4 <br /> .75" 19.1 <br /> 12.7 <br /> .375" 9.5 <br /> V #4 L 4.75 04>Z_ <br /> #10 2.00 <br /> #16— 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 2,7,-5- 2, 13 <br /> #60 0.300 <br /> #100 0.150 <br /> ✓ #200 0.075 2 <br /> Pan 3. <br /> 12 <br /> Total <br /> SIEVE ANALYSIS r. <br />