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Vector Engineering inc. <br /> 124M Lam Rk 4 am Vaf .Ck&W72-24/8 ARTICLE SIZE ANALYSIS <br /> caeoRAroRYSERwcEs <br /> LABORATORYWORKSHEET <br /> Client prASTM D-422 <br /> 0. — 1 L=2z;w 02- 0-3 <br /> oJed Name: Project No: uss �« <br /> Sample ID: Descriptlon: DA <br /> CL — j <br /> Total Sample Spirt Sample <br /> molawe <br /> SAMPLE WEIGHTS Mass cadew Sieved DENSITY DETERMINATION <br /> fors lit slave 224. �O"181� <br /> Sam le (OptbW <br /> Date: / By: map • <br /> Sample He ht, H: In. <br /> Tare No.or Name: Z Sample Diameter,D: In. <br /> Tare+Wet Soil Mass: g <br /> Tare+ Dry Soil Mass: gEc, Wet Soil Tare mass <br /> Tare Mass <br /> Tare Mass: g / m s" <br /> Water Mass: Wet Sol Mass <br /> g �(,Z Volume Factor,4.85/(D�): <br /> Dry Soil Mass: g Wet DensPCf <br /> Water Content: % 14.6 - <br /> Dry Density: Pcf <br /> Total Dry Soil Mass: g G6 7. �{ W� = 2 SS.3 NOTA va,.o,F " �„H a o�, n�wx <br /> STANDARD <br /> SIEVE ANALYSIS <br /> SIEVE.• <br /> SPLIT SlEVE.• <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent <br /> Comments <br /> (mm) Retained Retained Retained Retained Passin <br /> 4" 100 <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 <br /> .75" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 <br /> #4 4.75 <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 Z. 2� . , 47 6D <br /> Pan <br /> Total <br /> r• <br /> SIEVE ANALYSIS '" <br />