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WORK SHEET - PERMEABILITY lk" KLEIN FELD E R - <br /> Jot. . a J No.Z `^� -0z Date <br /> Hole. No. Sample Diameter L9-3 Unit No c <br /> Descrip eon of Sample and Remarks (a psi ( psf) Specific Gravity. G <br /> • No. 4 No, 4 <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> Formula: Ww Before Test After Test <br /> w - x 100 � <br /> Watar Content, eGfCT t sg Wedge Solids. Total <br /> Tare No. <br /> N Tare • Wet Soil ?ut �$�,� 6.4 350,3 <br /> c no Tare • Dry Soil <br /> .. rn Water I 1yw e>, ,G°[ <br /> os Tare .45 <br /> a <br /> Wet Soil 293. 5 pot, i <br /> Dry Soil W 2"1A i .O + 13 = r'�`-.2► = W <br /> Water Content '� w :.'Z o +5.9 °lo <br /> DIMENSIONS <br /> Areas in sq. cm. <br /> Top Middle Bottom Avg. Membrane A, Net Height in. cm. <br /> Thick. Corr. Area <br /> _ Before Test h 0 <br /> After Evacuation c <br /> After Saturation _ <br /> After Consolidation <br /> Dimensions After <br /> Consolidation <br /> •V = <br /> 0 <br /> Act = <br /> GENERAL DATA A <br /> c2 = <br /> - <br /> Chamber Pressure, psi 0 <br /> Back Pressure psi 0 <br /> Date 6/9le69 <br /> Hour (O v0 <br /> Strain Dial Reading in. <br /> Interior Burette, cc. 2.00 <br /> Exterior Burette. cc. 9 <br /> Volume of Specimen,V = A x H cc. <br /> Volume of Solids. V = W '•G cc. <br /> Volume of Voids, V,= V-V cc, <br /> Void Ratio, e = V '- V Tested by 5S <br /> Ory Density, J'd =6I.4 W V. lbs:ft -7 CC (� 4 7�•Z Computed by•4:�- <br /> Saturation. S = Vw Vv x 100. o Checked by: <br />