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Vector Engineering Inc. <br /> 12430 Lame Rts.Gratz V&ft C«&90.472,2448 PARTICLE IANALYSIS <br /> L ABORATORYSEIMES LABORATORY WORKSHEET <br /> Client: ASTM D-422 <br /> Name: No: uas lid <br /> w 5wC - �'�w��1 �( 02.( G b 0 3 <br /> mple lD: Descdptlon. DUE <br /> C5 D <br /> --3? 7 k®e,2- <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Sieved DENSITY DETERMINATION <br /> content <br /> for s lit sieve on Sam le (0~Date: / By. AW <br /> Tare No.or Name: Sample t, H: in. <br /> – �' <br /> Tare+Wet Soil Sam Diameter°D: in. <br /> Mass: g 3, ( Wet Sod Tare mass <br /> Tare+ Dry Soil Mass: g v �,2 Tare Mass: <br /> Tare Mass: g 1q, I Wet Sol Mass <br /> Water Mass: g f 8,q Volume Factor,4.85/(f)xH): <br /> Dry Soil Mass: 9 "740A <br /> Wet Density. pcf <br /> Water Content: 96 <br /> Dry Density: Pcf <br /> Total Dry Soil Mass: vo4mt Fadr uses U*H a D 1,masa. The wet toa maw <br /> by In <br /> SIEVE ANALYSIS STANDARD SIEVE• SPLIT SIEVE.• <br /> Sieve Particle Indiv&lual Cumulative Indlvldual Cumulative Cumulative <br /> Size Size Mass Mass Percent ° Percent Percent Comments <br /> mm Retained Retained Retained Retained Passing- <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 <br /> .75" 19.1 <br /> 12.7 <br /> i/ .375" 9.5 O 6 <br /> #4 4.75 L(2(•K 142,0 53.3 6--3, 3 <br /> #8 2.36 <br /> #10 2.00 <br /> 16 1.18 <br /> #2G 0.85 <br /> #30 ` 0.60 <br /> #40 0.425-16e .'6_ r7JQ,o —44E, (,:: <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 < 3' <br /> Pan <br /> Total <br /> SIEVE ANALYSIS <br /> Labexcel/Grain-1/Sieve 4/15/2003 <br />