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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />Laboratory Services <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />ASTM D- 2434, Modified <br />Tient Name: Project Name: <br />Forward Inc. Forward FU -06 CQA <br />Sample I.D.: Description: <br />Granular Drainaqe Material (rec'd 6/23/06) Poorly Graded Gravel <br />Project No.: Lab Log: <br />021605.07 18446 <br />Date: <br />June 23, 2006 <br />TRIAL <br />NUMBER <br />WATER <br />CONTENT <br />DRY <br />DENSITY <br />pcf kg/m^3 <br />HYDRAULIC <br />CONDUCTIVITY <br />cm / sec <br />Initial <br />2.1 <br />92.0 1.47 <br />1 <br />---------- <br />1 <br />4.7E+00 <br />2 <br />4.6E+00 <br />3 <br />4.6E+00 <br />4 <br />4.4E+00 <br />5 <br />4.5E+00 <br />6 <br />4.3E+00 <br />Drained <br />1 4.8 <br />1 AVERAGE: <br />4.5E+00 <br />1.0E+02 <br />1.0E-01 L <br />0 <br />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 = 44.6 cm <br />2) Constant Head Test Average Head = 16.5 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 : Labexcell Projects 1 2002 1 021605 1 18448-rwr Entered By: Reviewed By: K p Lab Log: 1844B <br />DCN: fwr-rp (rev. 12/16/05) LM N <br />