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Vector Engineering Inc. <br /> 12428 LOM Rb&cVUVdiy,cx sW7"+40 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERV/CES LABORATORY WORKSHEET <br /> GfenC ASTM D-422 <br /> IAMEL <br /> Ptnfec,Y Name: No. <br /> , C . 1_ l/ L2_-19 05 Sample ID. Desca odor. a�rE <br /> ,`S'`� - ZZ' ��� sem, s,`�� 3 S d3 <br /> Total Sample Sprit Sample <br /> SAMPLE WEIGHTS Mass eco SiContanteved DENSITY DETERMINATION <br /> for SPIN slave on Sam le caro." <br /> Date: / By: —Sample t, H: in. <br /> Tare No.or Name: 2-7 Sample Dlameter.D: in. <br /> Tare+wet Soil Mass: g 6 6. 0 Wet SON Tare mass: <br /> Tare+ Dry Soil Mass: g 6116,0 Tare Mass <br /> Tare Mass: g <br /> g �' wet sod Mass <br /> Water Mass: 9 Z 6, O volume Factor,4.85/(D2�d-i): <br /> Dry Soil Mass: g 2.5,9 <br /> Wet Dens pcf _ <br /> Water Content: % 2-0. 1 <br /> Dry Dens : <br /> Pcf <br /> Total Dry Soil Mass: g (�Z S, wwo�-moo NOT'-:' VZWF, „s"u„H s D i,klChm 7,o wet scu,re� <br /> SIEVE ANALYSIS <br /> STANDARD SIEVE: SPLIT SIEVE.• <br /> Sieve Particle lndWual Cumulative individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent Comments <br /> mm Retained Retained Retained Retained Passim <br /> iz <br /> 4" 100 <br /> � 3« 76 <br /> 2" 50 <br /> 1.5" 38 <br /> '✓ 1.0" 25.4 (7 ij a a <br /> .75" 19.1 <br /> 12.7p p !ts a <br /> .375" 9.5 /U v <br /> #4 4.75 LIZ*, <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 �(/ 2Q- 3f, <br /> Pan . b �O '� r�( <br /> Total <br /> Rw Br. <br /> SIEVE ANALYSIS <br /> IaMvnvl/Rrnin_1/Cin.... A/fennnn <br />