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WORK SHEET - PERMEABILITY K L E I N F E L D E R <br /> .lob: Ft'X71—Ff I LLS Job No.Z4�22D�^02 Date <br /> Depth Sam <br /> Hole No zZ 7 T— le DiameterUnit No <br /> Sample t `3 <br /> Description of Sample and Remarks 0 psi ( pat) Specific Gravity, C <br /> (R OVj0 —.1 Ur-( SAN'S <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 /> Water Content, Ws Wedge Solids Total <br /> Tare No. 3S� <br /> . -Tare + Wet Soil l ) .� <br /> Tare + Dry Soil 106 i 009- f� <br /> `o+ Water 4 .4 <br /> Tare I?0 •2 117(0.• 1-19.1-11 <br /> ue Wet Soil 2 1. <br /> Dry Soil W 199.3(o t$, .(01 ° lo.b = Pgq.3to = W <br /> Water Content w 24,3% 4.37--1 0 <br /> DIMENSIONS <br /> Areas in sq. cm. <br /> Membrane A, Net <br /> Top Middle Bottom Avg. Thick. Corr. Area Height In. cm. <br /> Before Test <br /> After Evacuation C <br /> After Saturation <br /> After Consolidation <br /> 2 C <br /> FCa / P1 Dimensions After <br /> I D s 1��o S Consolidation <br /> .V = <br /> 0 <br /> ACI <br /> GENERAL DATA A = <br /> c2 <br /> Chamber Pressure, psi 0 <br /> Back Pressure psi 0 <br /> Date &/657 <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,= Ws '-G cc. <br /> Volume of Voids,® V v s= V-V cc, —t/ ._ <br /> Void Ratio, e = �/ � Tested by: 2E � <br /> Dry Density, ?'d =62.4 W : V. Ibs!ft3 (�rj '� c Computed by: 4i7 <br /> saturation. S = V V X 100 <br /> w v Checked by: _} <br />