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WORK SHEET - PERMEABILITY K" K LEIN FELD ESR . <br /> 1-t, .J Job No.2-q 2,200-OZ. Date ("/1 z _ <br /> Hole No. -71 Depth Sam fe Diameter rj 3 ;,rl <br /> p ! Unit Noe <br /> De%cription of Sample and Remarks (a psi ( psf) Specific Cravity, C <br /> • NO. 4 - No. U <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> Formula: w W-x 100W Before Test After Test <br /> = <br /> Water Content, s Wedge Solids. Total <br /> Tare No. Y C 4L <br /> » Tare • Wet Soil `7 <br /> w Tare • Dry Soil <br /> tr Water (Do, <br /> .01 Tare <br /> �« Wet Soil 1� <br /> Dry Soil W -lo•2- 315.2- * `�.R = 370-2 = W <br /> Water Content w ?-I.&'/0 3fl 3-/. <br /> �u,= (i1.S . Pc DIMENSIONS <br /> Areas in sq. cm. <br /> Top Middle Bottom Avg, Membrane A. Net Height in, cm. <br /> Thick. Corr. Area <br /> Before Test <br /> After Evacuation hcl= <br /> After Sai tan = <br /> After Consolidation <br /> k _3 «�L 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, V!,= W -.C cc_ <br /> Volume of Voids, V = V-V cc, <br /> Void Ratio, e = V `V Tested by: 7 <br /> Dry Density, a'd =61.4 W V. lbs:ft1 8�. c o, Zc(.(o'(o Computed by: r <br /> Saturation. S = V. vv x lo®. Checked by �J <br />