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Vector Engineering Inc. <br /> 124°x° V C& 72-24 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERVICES LABORATORY WORKSHEET <br /> Mott Pro/ed Name.- ASM D-422 <br /> Prated No: ues�nror <br /> SwWk JD: YF-3 Descrlptlon: aerE <br /> e5l f a 3 <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass MO&MM Sieved DENSITY DETERMINATION <br /> Cornu <br /> fors lit sieve onLqRftN Sam <br /> Date: / By: Sam to ht,H_: in. <br /> ple (00901" <br /> Tare No.or Name: Sample Diameter,0: inZ-w . <br /> Tare+Wet Soil Mass: g K6, j Wet Soil Tare mass: g <br /> Tare+ pry Sop Mme; g 6 6r®.� Tare Mass <br /> Tare Mass: g R,y Wet son Mass <br /> Water Mass: 9 �65.� volume Factor,4.85/(D�xH): <br /> Dry Soil Mass: g 666, � wet Dens <br /> Pcf <br /> Water content: y, �y,9 - <br /> D Density: Pd <br /> Total Dry Soil Mass: g , ( t sZsl. rioit: Vag„Fubrusn me M a o h Tim Wetso, <br /> SIEVE ANALYSIS <br /> STANDARD SIEVE. —J <br /> SPLtT SIEVE: <br /> Steve Particle Individual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent <br /> Corrtmen <br /> (mm) Retained Retained Retained Retained Passin <br /> 4" 100 <br /> 3" 76 <br /> 1.5" 38 <br /> V 1.0" 25.4 0 <br /> a low �vv <br /> .T5" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 <br /> #4 4.75 p <br /> t� p <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 <br /> #60 0.300 <br /> #100 0.150 <br /> ✓ #200 0.075 2-3 <br /> � Pan 2 SI <br /> Total <br /> r. <br /> SIEVE ANALYSIS <br />