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Vector Engineering Inc. A <br /> 124M LOW Mm Gass V&fW,CA 0"W44TI CLE SIZE ANALYSIS <br /> LABORATORY SERVICES LABORATORY WrORKSMEET <br /> ASTM D-422 <br /> Project Name: PNWNO. ua sear <br /> OZf6o�, 0 3 <br /> Sample ID. Descxlptlon: <br /> � We <br /> . Cry <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass udtstm Sieved DENSITY DETERMINATION <br /> cooled <br /> for MR sieve on Sam le I •o <br /> Date: / By: 9-11r )(d�0 Sam le t,H: In. <br /> Tare No.or Name: Sam a Diameter,D: in. <br /> Tare+Wet Soli Mass: g � pq�Q Wet Sol Tare mass <br /> Tare+ Ory Solt Mass: g 7 IS, Tare Mass: <br /> Tare Mass: g Il6,�' Wet Sol Mass <br /> Water Mass' g Volume Facbor�4.85/(D�di): <br /> Dry Soil Mass: g 0 Wet Dens <br /> Pct <br /> Water Content: � �•`I D Dens' <br /> Pcf <br /> Total Dry Soil Mass: g I o, HOTS va�.„e Fir uses�,H&D In kcne:.The <br /> SIEVE ANALYSIS <br /> STANDARD SIEVE: SPLIT SIEVE: <br /> Sieve Particle lndlvidual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent 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 d Q 4 Z) <br /> .75" 19.1 ,b ,t. t o <br /> F9 .12 <br /> .50" 12.7 <br /> .375" 9.5 1 5 X.C b ® �• L $fir q '2. ® `3®� <br /> ✓ #4 4.75 <br /> #8 2.36 <br /> #10 2.00 0.3 $•7 ', <br /> #16 1.18.. <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 5.0 i ,L S', S ®, 9$.9 g I e v 2 < x?, <br /> Pan .t3 f 8 0 <br /> Total <br /> SIEVE ANALYSIS <br /> ..ti........iin...:.. I:n:_.._ ....-........ <br />