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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />Laboratory Services <br />Name: <br />Forward Inc. <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />ASTM D- 2434, Modified <br />Project No.: Lab Log: <br />Forward FU -06 CQA 021605.07 1886B <br />Sample I. D.: uescnpuon: Report Date: <br />Granular Drainaae Material # 3 Poorly Graded Gravel w/ Sand July 22, 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 />0.0 <br />95.1 1.52 <br />---------- <br />1 <br />8.0E+00 <br />2 <br />8.2E+00 <br />3 <br />8.3E+00 <br />4 <br />8.2E+00 <br />5 <br />8.0E+00 <br />6 <br />8.1 E+00 <br />AVERAGE: <br />8.1 E+00 <br />1.0E+02 <br />1.0E-01 <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 = 51.4 cm <br />2) Constant Head Test Average Head = 10.2 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 />3y 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 />.his 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 />'- : Labexcel l Projects 1 2002 1 021605 1 18868-fwr Entered By: Reviewed By. Lab Log: 1886B <br />DCN: fwr-ip (rev. 12116105) SMC <br />