Laserfiche WebLink
V V i®/ Engineering Inc. 1 ®fi \/ 6 V L/V CONDUCTIVITY <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)2272-2448 <br /> Laboratory Services FIXED WALL <br /> ASTM D-2434, Modified <br /> Adient Name: Project Name: Project No.: Lab Log: <br /> Allied Waste Inc. Forward FU-06 CQA 021605.07 1933B <br /> Sample I.D.: Description: Report Date: <br /> FG#2 (Fine Gravel)(rec'd 8/18/06) Poorly Graded Gravel w/Sand August 25, 2006 <br /> TRIAL WATER DRY HYDRAULIC <br /> NUMBER CONTENT DENSITY CONDUCTIVITY <br /> pcf kg/m^3 cm/sec <br /> Initial 7.1 92.2 1.48 ---------- <br /> 1 2.4E-01 <br /> 2 2.4E-01 <br /> 3 2.8E-01 <br /> 4 3.1 E-01 <br /> 5 3.3E-01 <br /> 6 2.8E-01 <br /> Drained 5.1 AVERAGE: 2.8E-01 <br /> 1.0E+00 <br /> — ---------------- <br /> U <br /> U <br /> 1.0E-01 ---------- <br /> Cal -- -- ----- - -- --- --- --- - - <br /> W —.. - ------— —- —.. ----- - --- - - --------- <br /> ..... - - ----- - -_ _-. ._ _ -_ -........ <br /> - <br /> a 1 <br /> I <br /> 1.0E-02 - <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 =47.3 cm <br /> 2) Constant Head Test Average Head= 17 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 olher parties for claims arising out of the use of <br /> this data to the cost for the respective lest)s)represented hereon,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aformentioned imil. <br /> I Labexcel r Pre/ecfs 12002 t 021605 1 1933E ria, Entered Ry Reviewed Ry \ �� Lab Lor7: <br /> 1933B <br /> OCI%i ftt'r-r't-'i�'(,l <br />