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Vector Engineering Inc. <br /> 124"1--`&`C--V-e"C&MM-240 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERV/CES <br /> LABORATORY WORKSHEET <br /> Client: ASTM D-422 <br /> �.,.. Project Name: Project No: uer,� <br /> sample ID: w �; 0 2. G a.S,0 3 <br /> Descnrptron: 34TE- <br /> _� �`t' �f►ti 51-i"I' GLN-� <br /> Total Sample Sit Sample <br /> SAMPLE WEIGHTS p <br /> Mass Moisture Sieved "- <br /> Conteh SiDENSITY DETERMINATION <br /> fors lit sieve on Sam le <br /> Date: / By: � <br /> Tare No.or Name: —Sample Height, H: in. <br /> -Sample Dtameter,D: in. <br /> Tare+Wet Soil Mass: g 1 <br /> Tare+ Dry Soil Mass: Wet Soil Tare mass <br /> g `��r° y$°S� Tare Mass <br /> Tare Mass: g 9 L(/ <br /> Water Mass: I Sb' Wet Soli Mass <br /> 9 1 fI'G, j Volume Factor,4.85t(D�1 :-q <br /> Ory Solt Mass: g �v 13 � <br /> Water Content: f 1 Wet Dens . Pcf <br /> Total Dry Soil Mass: / ny ® Densi : Pcf <br /> g NOTE: Vdumo F8cW tees Use H d 0 in Indies. The Wet SW nuw <br /> SrANDARO SIEVE.• SIEVE ANALYSIS <br /> SPOT SIEVE.• u <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> � Size Size Mass Mass <br /> Percent Percent Percent Comnen <br /> (mm Retained Retained Retained Retained Passin <br /> 4" 100 G s <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 v <br /> .75" 19.1 D ( 0 6 l v v <br /> 12.7 <br /> .375" 9.5 <br /> ✓ #4 4.75 , <br /> #8 2.36 ® D° �C? Ro <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 �, f <br /> Pan �(� 2-7, 7 Z, 36 c� ?� <br /> Total <br /> y. <br /> SIEVE ANALYSISr. <br /> LabexceUGrain-11Sieve 4/15/2003 <br />