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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />Laboratory Services <br />Client Name: <br />Forward Inc. <br />Sample I.D.: <br />Vernalis 318"x #8 <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />ASTM D- 2434, Modified <br />Project Name: Project No.: Lab Log: <br />Forward FU -06 CQA 021605.07 18038 <br />escrfp fon: Report Date: <br />Poorly Graded Gravel w/ Sand Mav 16. 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 />93.2 1.49 <br />1 <br />--__------ <br />1 <br />3.8E+00 <br />2 <br />3.7E+00 <br />3 <br />3.5E+00 <br />4 <br />3.5E+00 <br />5 <br />3.5E+00 <br />6 <br />3.2E+00 <br />Drained <br />4.6 <br />AVERAGE: <br />3.5E+00 <br />1.0E+02 <br />w 1.0E+01 <br />U <br />i -- <br />J <br />C0 <br />W <br />Z <br />W 1.0E+00 <br />W <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 <br />Constant Head Test Average Head = 26.7 cm <br />ithisThese 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 />data to the cost for the respective test(s) represented hereon, and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the aformentioned limit. <br />L: Labexcell Projects 120021021605 118038-1wr Entered By: Reviewed By: Lab Log: 1803B <br />DCN: fwr-rp (rev. 12/16105) LM <br />