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Vector Engineering Inc. <br />WE Spring Hlll Drive, Gress Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />140 <br />135 <br />130 <br />b 125 <br />CL <br />120 <br />C1, <br />115 <br />110 <br />105 <br />TESTREPORT <br />ASTM D - 1557 <br />021605.06 <br />C&I <br />100- <br />2.0 <br />4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br />Water Content, <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m" <br />100 <br />/ Specific <br />% Saturation <br />Gravity <br />Curve <br />app. 2.7 <br />CL -1 <br />CL -1 8-31-05 <br />Light Brown Silty CLAY <br />116.6 1.87 <br />16.1 <br />100- <br />2.0 <br />4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -1 with 0 Percent + 3/4" Gravel, the maximum Dry Density 116.6 16.1 <br />Note: The test was conducted as method A with <1 percent retained on the no. 4 sieve (minus 3/4") <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 />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 />data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L:LabexcelI P4,acts 1 2002 1021605 1 CL-1-cmp.xls Test By: Eimer By. Ck. By.• <br />DCN.. CMP-rp (rev. 123/03) KAU KAU <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m" <br />% <br />■ <br />CL -1 <br />CL -1 8-31-05 <br />Light Brown Silty CLAY <br />116.6 1.87 <br />16.1 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -1 with 0 Percent + 3/4" Gravel, the maximum Dry Density 116.6 16.1 <br />Note: The test was conducted as method A with <1 percent retained on the no. 4 sieve (minus 3/4") <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 />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 />data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L:LabexcelI P4,acts 1 2002 1021605 1 CL-1-cmp.xls Test By: Eimer By. Ck. By.• <br />DCN.. CMP-rp (rev. 123/03) KAU KAU <br />