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WORK SHEET - PERMEABILITY IUKLEIN FELD E R <br /> Jot' �C7t�f�� ! ! fob No.� —pryer Date <br /> Hole No. '?^Z'7 a Depth Sample Diameter 1� Unit No. 3 <br /> Description of Sample and Remarks 0 psi ( psf) Specific Gravity, G <br /> Frc.WeNIf-:v4 No. 4 - No. u <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> Formula: Ww Before-,Te;!, <br /> w x 100Atter Test <br /> Water Content, d6 5,57 6.�On Wedge Solids. Total <br /> Tare No. C 2-0 <br /> N Tare • Wet SoilT,4e'} p;b}(a "Z. rt <br /> » Tare • Dry Soil 4 1 CA <br /> ee <br /> Water S <br /> a+ Tare77-1)4 } e,v-:, `i 1 1 7'�,0 1l0 56.E <br /> Wet Soil <br /> Ory Soil W ' (o`j,¢ 310 1. 12 . G,.2 S = b�.4 = W <br /> 5 I <br /> Water Content w 3 I .2'/ 32.0 <br /> 0/6 <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 = $r57 <br /> After Evacuation hcl = <br /> After Sat tion hc2= <br /> After Consolidation <br /> k= �� S , -=? GK&AeG Dimensions After <br /> Consolidation <br /> .V <br /> 0 <br /> Acl = <br /> GENERAL DATA A _ <br /> C2 - <br /> Chamber Pressure, psi 0 <br /> Back Pressure psi 0 <br /> Date <br /> Hour <br /> Strain Dial Reading in. <br /> Interior Burette, cc. <br /> Exterior Burette, Cc. <br /> Volume of Specimen,V = A x H cc. <br /> Volume of Solids, Vs= W -*G cc. <br /> Volume of Voids, V = V-V cc, <br /> Void Ratio, e = V V Tested by: % <br /> Dry Density, �d =6I.4 W : V. Ibs.'ft, j.� C (2 �.2% Computed by: <br /> Saturation. S = % Vv x 100, Checked by <br />