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Vector Engineering Inc. <br /> 124M Low RfcA&M Vim.,;C&W&M Z,1,8 PARTICLE SIZEANALYSIS <br /> ueoRaroRYSERIl/cEs <br /> _ LaeoRAroRY WORKSHEET <br /> Cl/ertt: ASTM "22 <br /> Project Name: Project No: �} uesa+wpcEnro <br /> ��'Lc1.5-Y Wit' ..GSC C, �U B' ll✓c9_r^Cl � •� .,Z.I CU.�: 1� <br /> Sample/D. Descript�: 114nl: <br /> IJ 73 L <br /> '0 f <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Moisture Sieved <br /> Content DENSITY DETERMINATION <br /> for s lit sieve on Sam le t <br /> Date: / By: Sample Height H : in. <br /> Tare No.or Name: -- g Sam le Diameter.D: in. <br /> Tare+Wet Soil Mass. g y's a, n <br /> Tare+ Dry Soil Mass: g jtLl, Z Wet Soil Tare mass <br /> Tare Mass: Tare Mass <br /> g <br /> Water Mass: <br /> 9 1 K. ' Wet Soil Mass <br /> 9 369, o Volume Factor,4.85/(DI)di): <br /> Dry Soil Mass: g �`'" Wet Density, Pcf <br /> Water Content: % y 10 <br /> DrY Density: Pcf <br /> Total Dry Soil Mass: g �t 9, Cl NOTE: Volume FeCW Me H a D a,Inc The Wet"I mess <br /> SIEVE ANALYSIS <br /> STANDARD SIEVE. �J <br /> SPOT SIEVE.• <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent Comments <br /> mm) Retained Retained Retained Retained Passin <br /> 4" 100 s <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 <br /> .75" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 (� <br /> #4 4.75 <br /> 3 � , t 3�• � dl= <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 L( '8-'72 , <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 <br /> Pan Z <br /> Total <br /> r t <br /> SIEVE ANALYSIS r <br />