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vector Engineering Inc. <br /> 124.38`°W'k'&W"-W,CA U&M-2"° PARTICLE SIZEANALYSIS <br /> LABORATORY SERVICES <br /> LABORATORY WORKSHEET <br /> Client: Project Name. ASTM D-422 <br /> For w" . t.t'. Via,, Project No: ues r� <br /> Sample to. ��r`�` �." � ` �` 02( 6o3 <br /> C+ J�- DescrtptiOn: oarE <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Motstum <br /> Conten Sieved DENSITY DETERMINATION <br /> fors lit sieve on Sample Date: / By. (00k," <br /> Tare No.or Name: Sam le He ht, H : in. <br /> Z` <br /> Tare+Wet SOD Mass: o Sam le Dtameter,D: in. <br /> 9 1??� <br /> Tare+ DrySoil Mass: g S 3 Wet Soil Tare mass: <br /> Tare Mass: 9 6. S Tare Mass. <br /> Water Mass: Wet Soil Mass <br /> 9 �` <br /> Dry Soil Mass: Volume Factor,4.85/(D2xH): <br /> g � <br /> Water Content: Wet Dens' pcf <br /> Total Dry Soil Mass: Dry Densi : P <br /> 9 S66, g k" 2-3(.,o NOTE: --1 W Fades uses the H&D(n Indies. The Wet soli res <br /> STANDARD SIEVE.- SIEVE ANALYSIS <br /> SPLIT SIEVE. <br /> Size Size • <br /> Sieve Parfic% Individual .Cumulative `----""J <br /> Individual Cumulative Cumulative <br /> Mass <br /> mm Mass Percent Percent Percent <br /> Retained Retained comments <br /> 4" 100 Retained Retained A-200,'- <br /> 3" <br /> assi3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 4 O <br /> .75" 19.1 ! `� t d o <br /> .50"' 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 /> V #40 0.425 , y U <br /> #60 0.300 �, 3 F, 3 51 , 7 <br /> #100 0.150 <br /> ✓ #200 0.075 , 21 <br /> Pan (( o fi, � `�, 7 >6Ci <br /> Total <br /> SIEVEANALYSIS <br /> Labexcel/Grain-1/Sieve 4115/2003 <br />