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WORK SHEET - PERMEABILITY IUK L E I N F E L D E R <br /> Job b OT k lob No.214 ' 22(f)o Date <br /> Hol.. No.Z -7 3 Depth Sample Diameter 1 .93 Unit No <br /> Description of Sample and Remarks 0 psi I psfl Specific Gravity. G <br /> + No. 4 - No. 4 <br /> Backpressure Saturated <br /> WEIGHTS AND WATER CONTENTS <br /> Formula• W Before Test After Test <br /> w = W=x 100 <br /> Water Content, s � 3,S� Wedge Solids. Total <br /> Tare No. CZ-3 Z® <br /> T4Ee + Wet Soil . (�37.�1 351.-73 <br /> E Tare + Dry Soil Z.S7,5� 31s$ <br /> rn Water w4 3 <br /> r Twe -1'i3li,s S/.o l X13 <br /> a » Wet Soil- <br /> 7 <br /> Dry coir W 20 0 2oU•s► 0-39 = 20�. o = W <br /> Water Content 4 I w 42.7 4-5.40/6 <br /> eW =t 091.8. F DIMENSIONS <br /> Areas in sq. cm. <br /> Tap Middle Bottom Avg. Membrane A. NetThick. Corr. Area Height in. cm. <br /> Before Test = 3. SO <br /> After Evacuation c = <br /> After Sat tion hC2= <br /> Aker Consolidation <br /> IC=/r x ® CvvsDimensions After <br /> "t ' Consolidation <br /> .V = <br /> 0 <br /> Act = <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,= Ws=G cc. <br /> Volume of Voids, V = V-V CC <br /> Void Ratio, e = V ' V Tested by: 55/ice <br /> Dry Density, ?'d =62.4 W V. Ibs!ft; -7T0 Computed by: <br /> Saturation. S = Vw Vv x 100• Checked by: ��' <br />