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WORK SHEET - PERMEABILITY <br /> Job; UILt C Jab No,'24-202`1-3y Dale _�G <br /> Hole No. AI�� Depth Z5 .2SJJt Sample Diameler I,qn, Unit No. 3' <br /> Description of Sample and Remarks, 4�:_Oh1S.r,L p g psi ( 5'Q0 psfl Specific Gravity, <br /> (zt yt Sit Li Sarc&e. (51") <br /> . No. 4 No. 4 <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> f <br /> Formula; W Before Test <br /> w =x 100 After Test . <br /> Water Content, 4ss Wedge Solids Total <br /> _ I <br /> Tare No. <br /> Tare * Wet Soil -ql -y <br /> S m Tare * Dry Soil 7 I r1 <br /> N E <br /> .. rn Water <br /> r <br /> _ <br /> 0 Tare <br /> Wet Soil Il;'�.D 1 TZ0. I Yom•�� <br /> Dry Soil IJIS W <br /> Water Content w 16.0 <br /> DIMENSIONS <br /> Areas in sq. cm, <br /> I Tap Middle Bottom Avg, Membrane A. Net Height In. cm, <br /> I Thick. Corr, Area <br /> t` Before Test &,g-7 <br /> After Evacuation <br /> C e <br /> After Saturation <br /> t <br /> 2- <br /> After Consolidation 4tv-4 <br /> k= ~•G]�c ' <br /> �'S Dimensions After <br /> Consolidation <br /> I <br /> V' <br /> R O _ <br /> Act = <br /> GENERA! DATA A _ <br /> L <br /> Chamber Pressure, psi 0 2 j <br /> Back Pressure psi 0 <br /> Date -7/vg 7 A IS <br /> Hour <br /> r140 t2� <br /> Strain Dial Reading in. ;z(?Q <br /> Interior Burette, cc, -F210 f G <br /> Exterior Burette, cc, 100 G <br /> Volume of Specimen,V = A x H cc. <br /> Volume of Solids, V 2W ;G cc, <br /> Volume of Voids, Vv=V-V cc, <br /> Vold Ratio, e = V :V Tested by; <br /> Dry Density, ?d =62.4 W ;V, lbs"0 �(�(, Computed by, f <br /> Saturation, S = Vw;Vv .r loo, r ! Chechrd by; <br />