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Vector Engineering Inc. <br /> 124M La-Ift4 On=VSNOX CA&W72-2448 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERVICES <br /> LABORATORY WORKSHEET <br /> Phyed Name.- ASTM t?-422 <br /> ProJed N®: ue � <br /> Sample ID: �,w , L O�( �0,S^<0 3 <br /> S (JesModon: MTe <br /> bt- -3r+\ S;( G( '�—I 1 3 <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass "!° Sieved <br /> C deM DENSITY DETERMINATION <br /> fors tit sieve wo Sample <br /> Date: / By. <br /> Tare No.or Name: Sam le ti� in. <br /> Tare+Wet Sail Mass: g P— Sam le Diameter.D: In. <br /> Tare+ Dry Soil Mass: Wet Soil Tare mass: g <br /> g S16, L ,q Tare Mass. <br /> Tare Mass: g Z <br /> Water Mass: Wet 9 . <br /> Mass <br /> g t b Volume Fedora 4.8&(D7 d-I): <br /> Dry Soil Mass: g 02,-0 Wet Dens <br /> Water Content: Pcf <br /> Total Dry Soil Mass: g ® Dens Pd <br /> 50z,® ti` z i 3,a NOTE Vduaq Factor, the H a D 4t incfies The Wet soy nun <br /> STANDARD <br /> ® SIEVE ANALYSIS <br /> S/EVE: <br /> SPLIT SIEVE.• <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent <br /> (mm Retained Comments <br /> Retained Retained Retained Passln <br /> 4" 100 <br /> 3" 76 Q O <br /> 2" 1vv lam <br /> 1.5" 38 <br /> ✓ 1.0" 25.4 (� <br /> .75" 19.1 !v <br /> .50" 12.7 <br /> .375" 9.5 <br /> #4 4.75 �a &° �, $' `�'�= 9g <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 t76, Z 3, � <br /> Pan <br /> Total <br /> SIEVE ANALYSIS <br />