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WORK SHEET - PERMEABILITY <br /> Job: IIc.AL <br /> Job No. z4-2U2-7_0-j Date <br /> I ' Hate No. 13-IIA @ Depth 29 1 -2,0, <br /> h-- Sample Diameter I.h �,j Unit No. <br /> Description of Sample and Remarks: C&ACA-... 9 d ' <br /> �!!f2 5� psf► Specif[c Cravit <br /> 6"150I + r.]DS w/ Scmv� SILTS f GA'hUt2�� -Sf'- y. C <br /> z�. + No. 4 No: 4 <br /> Backpressure Saturated <br /> Formula: W WE[CHTS AND WATER CONTENTS.� <br /> W -'ITAfter Teat <br /> w 100 Before Test <br /> t-t! �� Water Content, <br /> Wedge Solids <br /> Tare No. �� Total <br /> N Tare+ Wet Soil <br /> v <br /> R Tare+ Dry Soil �' '" <br /> �'i• '^ rn Water d f Q 114. 0 <br /> or Tare <br /> Wet Soil W7. <br /> Dry Soli yl !O, <br /> Water Content -%I.. w ►�.: + <br /> DIMENSIONS <br /> Areas in sq, ern, <br /> Top Cuddle Bottom Avg, Membrane A, Net <br /> Before Test <br /> Thick. Carr. Area Height In, cm <br /> After EvacuatloIn <br /> - O <br /> After Saturation c = <br /> I � After Consolidation <br /> a: <br /> k= <br /> cF1 Dimensions After <br /> Consolidation <br /> V - <br /> a - <br /> Ac! <br /> GENERAL DATA <br /> Chamber Pressure, Act = <br /> psi 0 d <br /> Back Pressure <br /> psi p �� <br /> Date <br /> Hour <br /> dS 1 <br /> Strain Dial Reading <br /> In. .7_t7U <br /> Interior Burette, <br /> cc. L14.ID 6A 0 <br /> Exterior Burette, <br /> Volume of Specimen,V=A x H <br /> 1?Z t <br /> Volume of Solids, V =W IG <br /> CC. <br /> s Volume of Voids, V = V-V <br /> CC. <br /> Vold Ratio, c = V :V <br /> Dry Density, �d =62,4 W t V, ftJ Tested by: >�J <br /> IIS, <br /> Saturation, S = Vw:Vv x lOpComputed by:, � �, ! <br /> too Checked by: <br />