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Vector Engineering Inc, HYDRAULIC CONDUCTIVITY <br /> 143E Spring Hr11 Drive,Grass Valley,CA 95945 (530)272-2448 <br /> Laboratory Services FIXED WALL <br /> ASTM D-2434, Modified Ank <br /> Client Name: Project Name: Project No.: Lab Log: <br /> Forward Inc. Forward FU-06 CQA 021605.07 2016C <br /> Sample I.D.: escnp Ion: Report Date: <br /> FG #5(rec'd 10/20/06) Poorly Graded Gravel w/Sand October 27, 2006 <br /> TRIAL WATER DRY HYDRAULIC <br /> NUMBER CONTENT DENSITY CONDUCTIVITY <br /> pcf kg/m^3 cm/sec <br /> Initial 1.5 93.8 1.50 ---------- <br /> 1 9.3E+00 <br /> 2 9.2E+00 <br /> 3 9.3E+00 <br /> 4 9.3E+00 <br /> 5 9.4E+00 <br /> 6 9.3E+00 <br /> Drained 4.6 AVERAGE: 9.3E+00 <br /> 1.0E+02 � I - --- _ _- <br /> - -- <br /> - - - - -- - - <br /> - — - - - <br /> t <br /> I <br /> 1.0E+01 - - <br /> I <br /> UJI <br /> I � <br /> I <br /> W 1.0E+00 <br /> CL <br /> - I <br /> i <br /> _ . <br /> i <br /> 1.0E-01 <br /> 0 1 2 3 4 5 6 7 8 <br /> TRIAL NUMBER <br /> NOTES: 1) Test run using a 7.5"diameter fixed wall permeameter Sample Length =48.4 cm <br /> 2) Constant Head Test Average Head=4.1 cm <br /> These results apply to the above listed samples.The data and information are proprietary and cannot be released with authorization of Vector Engineering Inc.or client. <br /> By accepting the data and results represented on this page.Client agrees to limit the liability of Vector Engineering,Inc.from Client and all other parties for claims arising out of the use of <br /> this data to the cost for the respective testis)represented hereon,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the alormentioned limit. <br /> 1. t,berrel Ptojecrs 2002+021605 2016C-rwr Entered Bv: Reviewed Bv: Lab Log. 20160 <br /> IJI;P,I: twr-l(,Ireav i.'iri-17.`.i) I—P;I <br />