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IvAector Engineering Inc. <br />143E Spring Hill Drhre, Grass May, CA 85945 (530) 272.2448 <br />LABORATORY SERWCE.S <br />135 <br />130 <br />125 <br />120 <br />115 <br />ffdr7 <br />105 <br />1004- <br />2.0 <br />ITE / DENSITY RELATI H/PS <br />TEST REPORT <br />ASTM D - 9557 <br />ProjectNo•: Lab Log No.: <br />029605.06 CL -8 <br />900 % 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 />11 CL -8 with 0 Percent + 3/4" Gravel, the maximum Dry Density 117.1 14.2 <br />Note: The test was conducted as method A with <1 percent retained on the no. 4 sieve (minus 3/4") <br />aT e results apply only to the above listed samples. The dab 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 the cost for the respective lest(s) represent here, and Client agrees to indemnify and fold harmless Vector from and against all liability in excess of the aforementioned limit <br />LlAbexcel l Pm1ecfs 12002 1021605 1 CL-8-cmp.xls Test By. Enter By. Ck. By. <br />DCN: CMP-rp (rev. 3/233) 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 -8 <br />CL -8 9-23-05 <br />Brown Clayey SILT <br />117.1 1.88 <br />14.2 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />11 CL -8 with 0 Percent + 3/4" Gravel, the maximum Dry Density 117.1 14.2 <br />Note: The test was conducted as method A with <1 percent retained on the no. 4 sieve (minus 3/4") <br />aT e results apply only to the above listed samples. The dab 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 the cost for the respective lest(s) represent here, and Client agrees to indemnify and fold harmless Vector from and against all liability in excess of the aforementioned limit <br />LlAbexcel l Pm1ecfs 12002 1021605 1 CL-8-cmp.xls Test By. Enter By. Ck. By. <br />DCN: CMP-rp (rev. 3/233) KAU KAU <br />