Laserfiche WebLink
Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />Client ProjectName' <br />Allied Waste Inc./ Forward LF FU -08 C <br />sample ID. <br />Perm 1A (Reed 7/19) <br />1.E-07 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />NO: <br />021605.08 <br />Hydraulic Conductivity vs Time <br />NumDW. <br />2572H <br />Date: <br />August 1, 2008 <br />1.E-10 1 1 1 <br />145 146 147 148 149 150 151 <br />Time, Hrs <br />.SPECIMEN DATA TEST DATA <br />SAMPLE ID: <br />DESCRIPTION: <br />Perm 1A (Rec°d 7/19) <br />Brown Clay <br />10 psi <br />GRADIENT RANGE: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.1 <br />3.1 <br />DIAMETER, in. <br />2.9 <br />2.9 <br />WATER CONTENT, % <br />18.7 <br />19.5 <br />DRY DENSITY, pcf <br />111 <br />110 <br />SATURATION, % <br />98 <br />100 <br />(Specific Gravity assumed as 2.7) <br />MAXIMUM DRY DENSITY, pcf <br />OPTIMUM WATER CONTENT, <br />SPECIFIED COMPACTION, <br />ACHIEVED COMPACTION, <br />COMMENTS: <br />Tap water used as permeant. <br />ASTM D-5084, Method F <br />EFFECTIVE STRESS: <br />10 psi <br />GRADIENT RANGE: <br />35 - 40 <br />IN / OUT RATIO: <br />NA <br />'B" PARAMETER: <br />0.96 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY <br />nos. hrs. <br />cm / sec <br />1 145.1 <br />3E-09 <br />2 147.1 <br />2E-09 <br />3 147.7 <br />4E-09 <br />4 148.7 <br />2E-09 <br />5 149.6 <br />3E-09 <br />6 150.7 <br />2E-09 <br />AVERAGE LAST 4: 3E-09 <br />These results apply only to the above listed samples. the data and mtonnation are proprietary and can not be released without authorization of Vector Engineering Inc. I <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 claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L : Lalexcel 1 Projects 12002102160512572H-txk Print ate:evtewe y. /LL LSN: <br />DCN: TXK-QC-GRAPH (rev. 6/19108) 08/14/08 1 2572H <br />