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Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES REPORT <br />Hydraulic Conductivity vs Time <br />1.E-06 <br />1.E-07 <br />0 <br />Z <br />1.E-08 <br />0 20 40 60 80 100 120 <br />Time, Hrs <br />SPECIMEN DATA TEST DATA <br />SAMPLE ID: P-15 ASTM D-5084, Method C <br />DESCRIPTION: EFFECTIVE STRESS: 5 psi <br />INITIAL FINAL GRADIENT RANGE: 4 - 12 <br />INIOUT RATIO: 1.03 <br />HEIGHT, in. 3.1 3.1 "B" PARAMETER: 0.95 <br />DIAMETER, in. 2.4 2.4 <br />WATER CONTENT, % 21.5 24.1 HYDRAULIC <br />DRY DENSITY, pcf 102 102 TRIAL TIME CONDUCTIVITY <br />SA TURA TION, % 89 100 nos. hrs. cm / sec <br />(Specific Gravity assumed as 2.7) 1 1.9 1.7E-07 <br />MAXIMUM DRY DENSITY, pcf 2 5.4 1.5E-07 <br />OPTIMUM WATER CONTENT, % 3 7.4 1AE-07 <br />SPECIFIED COMPACTION, % 4 24.0 1.3E-07 <br />ACHIEVED COMPACTION, % 5 29.1 1.2E-07 <br />6 51.6 1.2E-07 <br />COMMENTS: 7 96.2 1.2E-07 <br />Tap water used as permeant AVERAGE LAST 4 : 1.2E-07 <br />SPECIFICATION: NA <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <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 lest(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />I. Labexcp/ I Pro/pets 12002 1021605 1 1658E-Ixk Print Date: Reviewed 6 L - SN- <br />6RAPH (iev. I l,'10, (14,, <br />