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Vector Engineering Inc. <br /> 124M I--Ift4 C--Vafty,CA W&M-2"8 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERVICES <br /> LABORATORY WORKSHEET <br /> Client ASTM <br /> Protect Name: <br /> 1! � — , I � r, Project L48 SAA01LE <br /> f-, ..................................... ho gid- <br /> Sample ID. 4-0 6-.5' o 3 <br /> Descriptiat: sera <br /> C6-1 <br /> Total Sample Coc-vse <br /> Split Sample <br /> SAMPLE WEIGHTS Mass hwst," <br /> Content Sieved DENSITY DETERMINATION <br /> Date: / By. <br /> for split sieve on _f9ptional) Sample (0paw" <br /> Tare No.or Name: Sam ple He' ht, H : in. <br /> Tare+Wet Soil!�2.ss- g 2Z /, 2- Sample Dfameter,D: In. <br /> Tare+ Dry Soil Mass: 9 !147, 7- Wet Soil Tare mass: a <br /> Tam Mass: 9 1 Tare Mass: 9 <br /> Water Mass: ct, vPL- 4,wet SON Mass <br /> Dry Soil Mass: 0 Volume Faces,4.851(D�dj): <br /> Water Content: % —Wet Dens Pc{ <br /> ry I <br /> Total Dry Soil Mass: a J 2 73, o DDensltv: W& The Wet sdi nMs <br /> STANDARD SIEVE. SIEVE ANALYSIS SPUT SIEVE.- <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> size size Mass Mass <br /> Mass <br /> Percent Percent Percent Comment <br /> 4" =Retained Retained Retained Passin <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 1 38 <br /> 1.0" 25.4 <br /> 0 0c) / <br /> .75" 19.1 00 <br /> .50" 12.7 <br /> 3 7, <br /> .375" 9.5 137, 3 <br /> #4 4.75 3, <br /> 2.36 < <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 9 q, <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 <br /> Pan <br /> Total <br /> SIEVE ANALYSIS r t r. <br />