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vector Engineering Inc. <br /> 12438 Lam lift,,G--Vim.cti W&M-240 PARTICLE /ZE ANALYSI <br /> LABORATORY SERVICES <br /> LABORATORY WORKSHEET <br /> Client ASTM D-422 <br /> c,rwa-v d, Pro/ect Name: Project No: L48 saA;iFNO: <br /> qp- <br /> Sample ID: Description. anrE <br /> Si` CLd¢ <br /> le Zso � <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Mwstu'e Sieved <br /> Content DENSITY DETERMINATION <br /> fors lit sieve on Sam le (O#bw <br /> Date: / By KAV <br /> Tare No.or Name: Sam le He ht, H: in. <br /> QS Sam le Diameter,D: In. <br /> Tare+Wet Soil Mass: g <br /> Tare+ Dry Soil Mass: Wet Soil Tare mass <br /> s �- 6 <br /> Tare Mass: Tare Mass <br /> Water Mass: 9 �, 6, � <br /> Wet Soil Mass <br /> Dry Soil Mass: 49911 <br /> Volume Factor,4.85tpD dj): <br /> A 4 9 S"1 Wet Density. <br /> Water Content: % , 6 fPcf. <br /> Total Dry Soi!Mass: ® Density: P <br /> 9 b( Y• 211 S NOTE: Vdwns Factor aye H 6 D in Indies. The Wet sou mass <br /> STANDARD SIEVE. SIEVE ANALYSIS <br /> SPtJT SIEVE. <br /> Sieve Particle Individual .Cumulative <br /> � <br /> Individual Cumulative Cumulative 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 /> 1.0" 25.4 ® a <br /> .75" 19.1 Q ld�' jpa <br /> .50"' 12.7 <br /> .375" 8.5 <br /> #4 4.75 j G <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 � 8, Z �s � � ' <br /> Pan O . 3 2-1 l, N <br /> 1111111�Total <br /> SIEVE ANALYSIS uked By <br /> Labexcel/Grain-11 Sieve 411512003 <br />