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WORK SHEET - PERMEABILITY K" K L El N F E L D E R <br /> Jolt • g <br /> lob No.Z�—z2U0 Date �� <br /> Hole No. �2 / f Depth unit N <br /> Sample Diameter 't <br /> Description of Sample and Remarks (d psi ( psf) Specific Cravity, C <br /> + No. 4 - No. u <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> Formula: w __ W`" Before <br /> 100 Before Test After Test <br /> Water Content, ► Wedge Solids. Total <br /> Tare No. <br /> I-- <br /> Tare <br /> —Tare + Wet Soil GGI,,fi I <br /> A Tare + Dry Soil (G, <br /> '^ 01 Water <br /> v3 3 <br /> r <br /> tlTare <br /> > Wet Soil to,5 <br /> Dry Soil W 2 roe 0.4 1 = 22 = W <br /> Water Content '� w 3�_7% 1.3 <br /> 2 .Z DIMENSIONS <br /> Areas in sq. cm. <br /> To Middle Bottom Avg. Membrane A. Net <br /> Top g- Thick. Corr. Area Height In. cm. <br /> Before Test <br /> After EvacuationhcAI <br /> After Saturation <br /> After Consolidation <br /> k= ��p C Dimensions After <br /> f Consolidation <br /> .V <br /> 0 <br /> Act = <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, V = W =C cc. <br /> Volume of Voids, V,= V-V cc, <br /> Void Ratio, -e = V :V Tested by: 5' <br /> GP' <br /> Dry Density, d1d =62.0 W :V. Ibs!ftl �j Z,� af� Computed by: / <br /> Saturation, S = Vw • Vv x 100, S Checked by: <br />