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o <br />DIMENSIONS <br />Areas in sq. cm. <br />Top Middle Bottom Avg. Membrane A. Net Height in. cm. <br />Thick. Corr. Area <br />Before Test h= 5.7 -5- <br />After <br />After Evacuation hcl = <br />After Saturation C2= <br />After Consolidation <br />k= 3 . (o ?Cf fl 3�S�Ci Dimensions After <br />Consolidation <br />V = <br />0 <br />GENERAL DATA <br />Chamber Pressure, psi 0 <br />Back Pressure psi 0 <br />Date / / <br />Flour <br />WORK SHEET — PERMEABILITYk" <br />K L E I N F E L D E R <br />Job: F�Tf I l c-lS <br />cc. <br />Job No.z4—Z200-,oZ <br />Date <br />Hole No. 22 7 Depth — <br />cc. <br />Sample Diameter /, q 3 <br />Unit <br />Volume of Voids, V = V -V <br />v z <br />cc <br />Void Ratio, e = V ` VS <br />S <br />L <br />1� ^`ioS ( Sample Remarks <br />1�+ �AC,"�t•J• <br />(d <br />psi ( psf) <br />Specific Gravity. G <br />• No. 4 - No. 4 <br />Backpressure Saturated <br />i <br />WEIGHTS AND <br />WATER <br />CONTENTS <br />Formula: WW Before Test <br />After Test <br />w = x 100 <br />Water Content, Ws <br />Wedge <br />Solids Total <br />Tare No. <br />Q 12 <br />P(0 <br />N Tare + Wet Soilk?r�(o rEStZf""s Zb . ( <br />lo5fo. <br />Tare + Ory Soil <br />rn Water I%V,, o.33 <br />0 Tare214.52 <br />► qX7 <br />(7(v. <br />n« wet Soil 411.5-8 <br />— Dry Soil <br />w 35125 <br />Q•7.0 <br />+ --Z = 35L2S = W <br />Water Content t <br />w I�.2�0 <br />n <br />o <br />DIMENSIONS <br />Areas in sq. cm. <br />Top Middle Bottom Avg. Membrane A. Net Height in. cm. <br />Thick. Corr. Area <br />Before Test h= 5.7 -5- <br />After <br />After Evacuation hcl = <br />After Saturation C2= <br />After Consolidation <br />k= 3 . (o ?Cf fl 3�S�Ci Dimensions After <br />Consolidation <br />V = <br />0 <br />GENERAL DATA <br />Chamber Pressure, psi 0 <br />Back Pressure psi 0 <br />Date / / <br />Flour <br />Strain Dial Reading <br />in. <br />Interior Burette, <br />cc. <br />Exterior Burette, <br />cc. <br />Volume of Specimen, V = A x H <br />cc. <br />Volume of Solids, Vc= W5 -C <br />cc_ <br />Volume of Voids, V = V -V <br />v z <br />cc <br />Void Ratio, e = V ` VS <br />S <br />Dry Density, d'd -62.4 W V. <br />Ibs!10 <br />Sawratio�• S = V •v/ x 100 <br />w v <br />%- <br />a.5 PC <br />ACI = <br />Act = <br />Tested by: (::j7 <br />Computed by:� <br />Checked by: j;� <br />