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Vector Engineering Inc. <br /> 12430 LonaRk&Gm-VaftCA,&V P4448 PARTICLE SIZE ANALYSIS <br /> LABoIZATORYSERVICES LABORATORY WORKSHEET <br /> Adlick-fignt ASTM D-422 <br /> Pix Name: No: LMs�N <br /> r �. 14&cr. �orwa rd -tzu ®Z 1 &Os.03 <br /> Semple I®' Des r.- cWre <br /> Total Sample Sprit Sample <br /> SAMPLE WEIGHTS Mass Morst" Sieved DENSITY DETERMINATION <br /> Content <br /> for split sieve on Sam � rQ <br /> Date: / By: Sample ht, H: in. <br /> Tare No.a Name: NY®Th Sample Dianmeter,0: In. <br /> Tare+Wet Soll Mass: g 4 '57, Wet Soil Tare mass <br /> Tare+ Dry Soil Mass: gL 2,3 Tare Mass <br /> Tare Mass: g is 0',7 Wet Son Mass <br /> Water Mass: g 5 5, 6 Volume Factor,4.85/(D� <br /> Dry Soil Mass: 9 Lf 5 t. 6 <br /> Wet Densitv. pd <br /> Water Content: % /,2 ,3 <br /> Dry Dens' p� <br /> Total Dry Soil Mass: g L1 5`.6 wt, � ` V0" 10 F° " H s o 1, rn,wec , <br /> aw <br /> SIEVE ANALYSIS <br /> STANf)ARD SIEVE.• SPLIT SIEVE.• <br /> Sieve Particle Individual 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" 25A a O ® !cy !o a <br /> .75" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 <br /> J #4 4.75 s',K S"If tf ( 9&t9 (o?® <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85-- <br /> #30 0.60 <br /> #40 0.425 `(• S� S' 9> `� 12 ,1 / 3,2 86 <br /> #60 0.300 <br /> #100 0.150 <br /> ✓ #200 0.075 ZS, � <br /> Pan 1"T ® 19 <br /> Total rum W. <br /> SIEVE ANALYSIS <br /> Iahnvror/(:rain_1/Cie..... wi,annn� <br />