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ecr Engineering Inc. <br />143E Spmrg Hlll Drive, Grass V0119y, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />140 <br />13° <br />13C <br />110 <br />105 <br />100 �-- <br />2.0 <br />MOISTURE/ DENSITY RELATIONSHIPS <br />TEST REPORT <br />ASTM n - 15.57 <br />100 % Saturation Curve <br />Specific Gravity app. 2.7 <br />4.v n.0 t3.o 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br />Water Content, % <br />iLab <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 -10 <br />CL -10 9-29-05 <br />Brown Silty CLAY <br />114.3 1.83 <br />15 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -10 with 0 Percent + 3/4" Gravel, the maximum Dry Density 114.3 15.0 <br />Note: The test was conducted as method A with <5 percent retained on the no. 4 sieve (minus 3/4") <br />These results apply only to the above lisp samptss. The data and Information are proprietary and can not be released without autlrorization of Veda Engineering Inc. <br />ng 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 test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned IimiL <br />1.1ahexcel l Projects 12002 1021605 1 CL- 10cmp xis Test By. Eiger 8y Ck By: <br />DCN CMRrp (rev. 32"3) KAU <br />KAU <br />