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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 Aak <br /> Client Name: Project Name: Project No.: Lab Log: <br /> Forward Inc. Forward FU-06 CQA 021605.07 2016A <br /> Sample I.D.: Description: Report Date: <br /> FG#3 (rec'd 10/20/06) Poorly Graded Gravel w/Sand October 25, 2006 <br /> TRIAL WATER DRY HYDRAULIC <br /> NUMBER CONTENT DENSITY CONDUCTIVITY <br /> pcf kg/m^3 cm/sec <br /> Initial 1.4 93.3 1.49 ---------- <br /> 1 1.1E+01 <br /> 2 1.1E+01 <br /> 3 1.1E+01 <br /> 4 1.1E+01 <br /> 5 1.1E+01 <br /> 6 1.1E+01 <br /> Drained 1 4.5 1 AVERAGE: 1.1 E+01 <br /> 1.0E+02 - - -- <br /> - - - - - - <br /> -_ <br /> 1.0E+01 F — -- - - <br /> --- - <br /> - - _4 <br /> I <br /> m i <br /> W 1.0E+00 <br /> 0- <br /> t <br /> fI <br /> --- <br /> t ' <br /> I <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 =52.1 cm <br /> 2) Constant Head Test Average Head=3.3 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 testis)represented hereon,and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the atormentioned limit. <br /> L Labexcel l Projects 12002 t 021605 1 2016A-rwr Entered Bv. Reviewed By y7/ Lab Log. 2016A <br /> !.)(:N itvl-tp(ie!- 12/16/05) <br /> �P/`' <br />