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Vector Engineering Inc. <br />143E Spring Mll Drhre, Grass Va/by, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />1 <br />135 <br />130 <br />110 <br />105 <br />1004- <br />2.0 <br />4.0 6.0 8.0 <br />MOISTURE/ DENS/ RELATIONSHIPS <br />TE,7 T REPO/'6 T <br />ASTM D - 1557 <br />Projed No.: Lab Log No.: <br />021605.06 CL -4 <br />Report MF - <br />Se tember 15 2005 <br />10.0 12.0 14.0 <br />Water Content, <br />100 % Saturation Curve <br />Specific Gravity app. 2.7 <br />16.0 18.0 20.0 22.0 <br />.� <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 -4 <br />CL -4 9-15-05 <br />Light Brown Silty CLAY <br />116.0 1.86 <br />14.8 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -4 with 0 Percent + 3/4" Gravel, the maximum Dry Density 116.0 14.8 <br />Note: The test was conducted as method A with <2 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 an not be released without auttorizaton of Vector Engineering Inc. <br />&c.epting the data and recuts 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 />to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Veda from and against all liability in excess of the aforementioned IimiL <br />Liabexcel l Projects 1 200210216051 CL-4-cmp.xls Test By. Enter By. Ck By: <br />DCN: CMP-rp (rev. 3/23/03) KAU KAU <br />