Laserfiche WebLink
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 <br /> tient Name: Project Name: Project No.: Lab Log: <br /> Forward Inc. Forward FU-06 CQA 021605.07 20168 <br /> Sample I.D.: escnp Ion: Report Date: <br /> FG#4 (reed 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 0.8 96.2 1.54 ---------- <br /> 1 8.3E+00 <br /> 2 8.3E+00 <br /> 3 8.3E+00 <br /> 4 8.3E+00 <br /> 5 8.2E+00 <br /> 6 8.2E+00 <br /> Drained 4.8 1 AVERAGE: 8.3E+00 <br /> 1.0E+02 _ <br /> -- - } - - -- - — - r - — <br /> , <br /> � 1.0E+01 -_� <br /> - - <br /> LU <br /> I <br /> 1.0E+00 <br /> CL <br /> - I _ <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 =45.6 cm <br /> 2) Constant Head Test Average Head=4.1 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 lest(s)represented hereon,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the atormentioned limit. <br /> L Labexcel l Projects 1 20021021605 1 20168-rwr Entered By Reviewed Bv' <br /> L'h Log20166 <br /> DCN: I'vvl rp pe,,- 12'16,05) P.,1Vl- <br />