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Vector Engineering Inc. <br /> 124M Low I;ft%&8w V&%Y.CA&02M240 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERVICES LABORATORY WORKSHEET <br /> Client: Project Name: ASTM D-422 <br /> Project No: — pro <br /> pie ID. 02-Description: <br /> rota! 34 rr-- <br /> Sample Split Sample <br /> SAMPLE WEIGHTS Mass Moist Slaved DENSITY DETERMINATION <br /> fors lit sieve on LOPWOWcomerN Sam !e (00604" <br /> Date: / By. t-fwd Sample Height H: in. <br /> Tare No.or Name: p - Sam Diameter.D: in. <br /> Tare+Wet Soil Mass: g v�, '7 Wet Soil Tare mass <br /> Tare+ Dry Soil Mass: g '���,v Tare Mass: <br /> Tare Mass: g j K r 3 Wet Sop Mass <br /> Wates Mass: g 71"'s ,"1 Volume Facia•.4.85/(D�d-I); <br /> Dry Sop Mass: g '�S`(•'1 � Wet Dens' Pcf <br /> Water Content: % y y <br /> Dry Density: <br /> PCf <br /> Total Dry Soil Mass: g '75-1."7 NOTE: vckms Facer uses ft H s o to Wchft TM WG 8W <br /> SIEVE ANALYSIS <br /> STANDARD <br /> SPOT SIEVE.• <br /> Sieve Partkle Indh4dual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent Cvmtttents <br /> mm Retained Retained Retained Retained <br /> 4" 100 <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25A <br /> .75" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 <br /> CV> i<a <br /> ✓ #4 4.75 2 6L . 6 Z > ? 3 LI, 6 3 <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> �( #40 0.425 =-1 $ ,Sr _S-1. Z <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 S, O '7 5'�, 2 <br /> Pan ;® '7��• ? <br /> Total <br /> SIEVE ANALYSIS <br /> Labexcel/Graln-1/Sieve 4/15/2003 <br />