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Vector Engineering Inc. HYDRAULIC CONDUCTIVITY <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272-2448 <br /> Laboratory Services FIXED WALL <br /> ASTM D- 2434, Modified <br /> tient Name: Project Name: Project No.: Lab Log: <br /> Forward Inc. Forward FU-06 CQA 021605.07 2016D <br /> Sample/.D.: Description: Report Date: <br /> FG#6 (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 0.8 1 94.1 1.51 ---------- <br /> 1 7.2E+00 <br /> 2 7.3E+00 <br /> 3 7.2E+00 <br /> 4 7.3E+00 <br /> 5 7.3E+00 <br /> 6 7.2E+00 <br /> Drained 1 4.9 AVERAGE: 7.2E+00 <br /> 1.0E+02 _ T — _ _ –-------------- <br /> 1.0E+01 <br /> ---1.0E+01 <br /> E l <br /> W 1.0E+00 <br /> CL <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 =47.8 cm <br /> ® 2) Constant Head Test Average Head=5.4 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 test(s)represented hereon,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aformentioned limit. <br /> L:Labexcet t Projects t 2002 1 021605 1 20160-iwr Entered By: Reviewed By. Lab Log: 2016D <br /> DCN hnvr-r)1(rev 1 '.'16;05) I`.1 <br />