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Vector Engineering Inc. <br /> 124-16 1--N.4 G--Val,CA U&2M2II8 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERV/CES <br /> LABORATORY WORKSHEET <br /> Client: Project Name: <br /> .�w a r A L,-,...9 4(( Proled No: ASTM WWWRENd <br /> Sample ID: ••.� L.,,�-�(ll D 16 6:5, 0 3 <br /> Descdipdon. aarE <br /> -/y_®-3 <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Moisture <br /> Conteh Sieved DENSITY DETERMINATION <br /> for split sieve on Sam le <br /> Date: / By. ro <br /> Tare No.or Name: Sam le Hei ht, H : in. <br /> Tare+Wet Soil Mass: 9 Sam le Diameter,D: in. <br /> Tare+ Dry Soil Mass: 9 - Wet Soil Tare mass <br /> Tare Mass: 5 yyd Tare Mass: 9 <br /> 9 �oii Mass <br /> Water Mass: Wet S <br /> 9 <br /> Dry Soil Mass: 9 Volume Factor,4.85/1 <br /> Water Content: Wet Dens' pCf <br /> Total Dry Soil Mass- —Dy Density: p <br /> g wt;i 2.5,,q <br /> 392-.9 NOTE Volume Fodor uses the H 6 D kt finches. The Wet$011 mss <br /> STANDARD SIEVE.• f""V"'t SIEVE ANALYSIS <br /> _-__ • <br /> Sieve Particle Individual Cumulative SPOT SIEVE. <br /> Individual Cumulative Cumulative <br /> Size Size Mass Mass <br /> Percent Percent Percent <br /> mm Retained Retained Comments <br /> 4" 100 <br /> Retained Retained Passin <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> L/ 1.0" 25.4 v <br /> .75" 19.1 -a / vd ? U � <br /> .50". 12.7 <br /> .375" 9.5 <br /> #4 4.75 ,R <br /> #8 2.36 3 , 2 6 , g >4C7 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 0". 6 17, <br /> 5– <br /> #60 0.300 2` <br /> #100 0.150 <br /> P 00 0.075 2. 7 � 2 <br /> an 3 . � 9 <br /> Total <br /> SIEVE ANALYSIS <br /> Labexcel/Grain-1/Sieve 41IWoo,3 <br />