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Vector Engineering inc. <br /> 124MLorwIftC"nva%,C&U& -240 PARTICLE IZE ANALYSIS <br /> LABORATORY SERV/CES LABORATORY WORKSHEET <br /> Cifent: Proffid ASTM D-422 <br /> Name: (( NO: ussaugLEep: <br /> lzlr%jjo-rA lC <br /> 1,—c�er� , <br /> Sample/0: Description: DA <br /> L.nt & 0" s; 1A Ccs y..zG-o3 <br /> Total Sample Split Sample <br /> SAMPLE WFJGHTS Mass M015tweSieved DENSITY DETERMINATION <br /> tors lit sieve on Sa <br /> By. /e rWrwaq <br /> Date: / B <br /> Tare No.or Name: Sam ie H ht,H : in. <br /> �, Sample Diameter,D: in. <br /> Tare+Wet Sol Mass: g ,2 I ,2 Wet SON Tare mass: <br /> Tare+ Dry Sol Mass: g 61 q, ` Tare Mass <br /> T 9 /sf3 Wet Sol Mass <br /> Water 9 <br /> Volume Fac <br /> Dry Sol Mass: tor,4.85/(p�d I): <br /> 9 Wet Dens p� <br /> Water Content: % (�< 6 <br /> 0 Dens : Pcf <br /> Toth 0 Soil Mass: g 6{�g , g w� Z Nora: <br /> sravavzD <br /> SIEVE ANALYSIS <br /> SPLIT SJEVE.• <br /> Steve Particle Individual .Cumulative lndUdual Cumulath�e Cumulative <br /> Size Size Mass Mass Percent <br /> Percent Percent <br /> Comments <br /> mm RetainedRetained Retained Retained assin <br /> 4" 100 P <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 D U U U ® o ( ® tg <br /> .75" 19.1 <br /> 12.7 <br /> .375" 9.5 <br /> #4 4.75 <br /> #8 2.36 <br /> 10 2.00 <br /> 16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 6 '7 D. / 3 ,7 <br /> 0.300 <br /> #100 0.150 c� <br /> 4200 0.075 0 $ !J ( '� �, t 2 ( J� 63, > <br /> Pan <br /> Total <br /> A IF <br /> SIEVE ANALYSIS <br /> LabexcellGraln-v Sieve 4/15/2003 <br />