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vector Engineering Inc. <br /> 124MLa-NA C--Vaft C&M2W40 PARTICLE I L I <br /> LABORATORY SERVICES LABORATORY WORKSHEET <br /> �f ASTM D-422 <br /> 'q Name: No: ue8AUPLE1i& <br /> lD: DesaWibw DATE <br /> ..'� Lr ?rc� _ s'tfLl C44�ccc) <br /> Total Sample Spff maple i <br /> SAMPLE WEIGHTS Mass mowum Sieved DENSITY DETERM/NATION f <br /> Conteh <br /> fors lit slave on Sam /e � <br /> Date: l By. K-" Sample Height H: in. <br /> Tare No.or Name: �` o Sample Diameter,D: in. <br /> Tare+Wet Soli Mass: g 6 .N Wet Soil Tare mass <br /> Tare+ Dry Soil Mass: g y,0 Tare Mass: <br /> Tare Mass: g �, 5 Wet Soar Mass <br /> Water Mass. g Volume Factor,4.W(D2i H): <br /> Dry Soil Mass: g /!, 5, Wet Dens . <br /> Pcf <br /> Water Content: % /3,Z Dry Dens!!Y: <br /> Pcf <br /> Total Ory Soil Mass: N07L VdAm"F8dw uMft ft x s o 1nkchft The wet sou <br /> SIEVE ANALYSIS <br /> STANDARD SIEVE, sten,SIEVE <br /> Sieve Particle Irrdfvldual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent Comments <br /> (mm Retained Retained Retained Retained Passin <br /> 4" 100 <br /> e <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 p <br /> .75" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 <br /> #4 4.75 T 6 66 0,? 1113 _ To 7. <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 d, 6 3, 3, G. <br /> E- <br /> #60 0.300 <br /> #100 0.150 <br /> .� #200 0.075 13-04 6,7 60, o P. <br /> ✓ Pan 2.. 6 ;Z O3. <br /> Total <br /> Y <br /> SIEVE ANALYSIS <br /> lahaxcal/rrain_1/Ciavn dHF"nno <br />