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Vector Engineen'ng inc. <br /> 12430 Lome fat,4 an Vaft CA,M272-2448 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERVICES <br /> LABORATORY WORKSHEET <br /> Client ASTM 22 <br /> 1-- 11 — Prqfect Name, Project No.- L483QU-A <br /> t L"a k"�' , I <br /> 2/603 v3 <br /> Sample Q <br /> Total Sample S PIN <br /> SAMPLE WEIGHTS Mass Moistlue <br /> for Content Sieved <br /> C DENSITY DETERMINATION <br /> lit tion Sam_Sam �je (00-4 <br /> Date: / By. <br /> Tarn No.or Name: Sam le Hefht, H: in. <br /> TaSarnole Dfametar-n- in <br /> Tare+Wet Soil mass- g Wet Soil <br /> Tare+ Dry Son Mass: 0- `7 6 4, -t Tare mass : g <br /> Tare Mass: Z- Tare Mass. <br /> Water Mass: 9 3 . .............. Wet Son Mass <br /> Dry Soil Mass: !-7 5 Volume Factor,4.85&1( <br /> Water Content: % Wet Densitv. Pcf <br /> Total Dry Soil Mass: _ DrY Density: Pd <br /> NOTE-' VdUnU F8Cf0f USM Me H&D In kchwmftThe Wet 3d,man <br /> STANDARD SIEVE ANALYSIS <br /> Slave Particle Individual Cumulative lodhvIdual Cumulative Cumulative <br /> Size Size Mass Mass <br /> Percent Percent Percent CommentsRetained Retained Retained Retalned Passina <br /> 4" 100 <br /> Xv 76 <br /> 2" 50 <br /> 1.51- 38 <br /> �14" 25.4 <br /> .75" 19.1 . .... <br /> .50" 12.7 <br /> 5 <br /> .377j 6) <br /> 5" 9.5 6 <br /> #4 4.75 )�_'s <br /> -#8 1 2.36 33 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 Ll H 2- <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 <br /> Pan '7 5-o. <br /> Total <br /> SIEVE ANALYSIS r Cked B*y. I LSN.' <br />