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Vector Engineering Inc. MOISTUREIDENSITY RELATIONSHIPS <br />143E Spring HN Drive, Grass Valley, CA 98945 (530) 272-2446 <br />LABORATORYSERVICES TEST REPORT <br />ASTM D - 1557 <br />1 <br />135 <br />130 <br />U 125 <br />120 <br />O <br />115 <br />110 <br />105 <br />1004- <br />2.0 <br />100 % Saturation Curve <br />Specific Gravity app. 2.7 <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 -6 with 0 Percent + 3/4" Gravel, the maximum Dry Density 118.0 14.6 <br />Note: The test was conducted as method A with <10 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 />pting 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 />to t:' <br />the cost for the respective test(s) represented here, and Client gees to indemnify and hold harmless Veer from and against all liability in excess of the aforementioned limit. <br />Uabexcel t Projects 120021021605 1 CL-6-cmp xis Test By. Enter By. Ck. By.• <br />DCN: CMP-rp (rev. W"3) 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 -6 <br />CL -6 9-20-05 <br />Brown Silty CLAY w/sand <br />118.0 1.89 <br />14.6 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -6 with 0 Percent + 3/4" Gravel, the maximum Dry Density 118.0 14.6 <br />Note: The test was conducted as method A with <10 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 />pting 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 />to t:' <br />the cost for the respective test(s) represented here, and Client gees to indemnify and hold harmless Veer from and against all liability in excess of the aforementioned limit. <br />Uabexcel t Projects 120021021605 1 CL-6-cmp xis Test By. Enter By. Ck. By.• <br />DCN: CMP-rp (rev. W"3) KAU KAU <br />