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Vector Engineering Inc. <br /> 12430tOr"a/3p,C--V-A ,cA W&M240 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERV/CES <br /> LABORATORY WORKSHEET <br /> 006ProjectName: ASTM D-422 <br /> p�ID�-�-`_�'` �'• F rwav� �-�i..,��� Proms No. <br /> DamIU.* 2 f <br /> : 0 3 <br /> �� Descrtptbn: <br /> cwrt;• <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass mastum <br /> forlit sieve on Contta Sieved DENS/TY DETERM/NATION <br /> s Sam le <br /> Date: / By: rap+.n <br /> Tare No.or Name: Sam le Hei ht, H : in. <br /> Sample Diameter,D: in. <br /> Tare+Wet Soi!Mass: g �� S <br /> Tare+ Dry Soii Mass: g �, Wet Soil Tare mass : g <br /> Tare Mass: g � � 3 Tare Mass: g <br /> Water Mass: Wet Soil Mass <br /> O ry Soil Mass: 9 .3Z Volume Factor 4. 5(D2�dj): <br /> Water Content: Wet Densibr PCf <br /> Total Dry Soil Mass: S'72,_3 <br /> —q ® Densi : Pcf <br /> 9 `� /2°,3 w t.- '1, NOTE: Vdwfro Facfw t s n­­,_,____ The Wet sdl rr s <br /> STANDARD SIEVE.• 00 SIEVE ANALYSIS <br /> Sieve Particle sPursIEVE. <br /> Indual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass <br /> mm Retained Percent Percent Percent Retained comment <br /> 4" 100 Retained Retained Passin <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 Q <br /> 75" 19.1 U <br /> 50" 12.7 <br /> .375" 9.5 <br /> #4 4.75 Y <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 -3 y G 7 3, 3 <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 <br /> ✓ —Pan7t v <br /> Total <br /> G , <br /> SIEVE ANALYSIS t <br /> Labexce(/Grain-11 Sieve 4115/2003 <br />