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r � <br /> WORK SHEET -- PERMEABILITY <br /> lob: Unst CA�L_ - lob No. 24;-2q2']-o3 Date '7 Ct g� <br /> Hole No.D-I JA Depth ]p Q Sample Diameter <br /> �� � P I.Ll 1, <br /> Description of Sample and Remarks. CenlC'CA- p 4 psi psr) Specific Gravity, G <br /> be c,1, (;0") 5A-ND(Sl t--) <br /> No. 4 No. a <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> Formula: w = Ww x I00 ©efore Test After Test <br /> Water Content, WS Wedge Solids Total <br /> Tare No. XY 0 <br /> w Tare + Wet Soil -1 2 <br /> o <br /> [ b Ta Dry Soil 7 I f <br /> rn W&. Ww <br /> - <br /> n1 Tare <br /> w; Wet Soil <br /> n <br /> Dry Soil W = w <br /> i <br /> IS <br /> Water Content w I Z7,(� <br /> DIMENSIONS <br /> Areas in sq. cm. <br /> i <br /> }. Top Middle Bottom Avg. Membrane A, Mel <br /> Thick. Corr. Ares Height in. <br /> Before Test <br /> After Evacuation <br /> After Saturation - <br /> After Consolidation <br /> k= �. Z X I U S C�S Dimensions After <br /> Consotidatlon <br /> y <br /> ' Vo - <br /> i Act <br /> i <br /> r GENERAL DATA A <br /> c2 ' <br /> Chamber Pressure, psi 0 AJC <br /> Back Pressure psi 0 E30 <br /> Date 740 A", <br /> Hour q�5 fJ6 v <br /> Strain Dial Reading In. .ADO <br /> Interior Purette, cc, <br /> Exterior Burette, cc. I(p.Ci -76.— <br /> Volume <br /> j6} <br /> Volume of Specimen,V=A x H cc. r{-7.q <br /> Volume of Solids: V '�N s;G cc. <br /> Volume of Voids, V = V-V <br /> [c. <br /> Void Ratio, e = V i V Tested by: <br /> Dry Density. �j =62.0 W :V, <br /> lbs:fl3 c7�a-1 Computed by: <br /> r <br /> Saturation, 5 = yw:.Vv x 100, 1 t Checked l,y: <br /> 1 lie <br /> MC. REpRODLCTION OF THIS . <br /> DOCUMENrT CAi��(�T RF <br /> . DUE TP THE <br /> CONDITION OF T OR` .Gh <br />