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WORK SHEET - PERMEABILITY <br />k4KLEIN F E L D E R <br />Jolt R:DorO ILus <br />—7F 'pt <br />Job No. 211--2-2.0r)_ DZ <br />Date b <br />No. 76d <br />�93HotP <br />Sample Diameter <br />Unit No ,-j4* <br />Description of Sample and Remarkp psi ( pat) <br />Backpressure Saturated'�u� <br />O GCiy P J <br />Specific Gravity. C <br />No. 4 <br />No. u <br />l <br />WEIGHTS AND WATER CONTENTS <br />Formula: W Before Test After Test <br />Water Content, w = WS x 100 Wedge Solids. Total <br />Tare No, g `3 p <br />M <br />Tare • Wet Soil +ZSroNES &48.o 'S°i3•S '-- <br />,E. <br />Tare • Dry Soil �t�, 2,'� <br />N o+ <br />Water 90. j <br />o► <br />Tare ZSr�t�� Tv C3= ZI(' (t4 -•I 32_z► <br />} <br />Wet Soil 4-,2,1. 4— <br />Dry Soil W 351.2 f 350.7 co ♦ v.S 1 =3zi. Z7 = W <br />Water Content w <br />w= 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 />h= <br />After Evacuation <br />c = <br />After Saturation <br />hC2_ <br />After Consolidation <br />k= 1.9 X <br />/ <br />Dimensions After <br />Consolidation <br />V = <br />0 <br />Ac, _ <br />A c2 - <br />GENERAL DATA <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 = Ws = G cc. <br />Volume of Voids, Vv= V -V cc_ <br />Void Ratio, e = V V <br />Tested by'SS <br />Dry Density. ?'d =62.4 W V. lbs: ft3 /', Qa <br />% &9 (:G G 2 . il �n <br />Computed by. <br />Saturation. S = % ' Vv x 10o• `. <br />Checked by: ��� <br />