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IVAector Engineering Inc./ / DENSITY RELATIONSHIPS <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY TEST REPORT <br />d.CTAA n - IAA7 <br />130 <br />125 <br />120 <br />21605.08 <br />EF -1 <br />June 23. 2001 <br />105 <br />100 <br />90 <br />15.0 17.0 19.0 21.0 23.0 25.0 27.0 29.0 <br />Water Content, <br />$ <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />pc{ kg / m" <br />EF -1 <br />EF -1 (Rec'd 6/21/08) <br />Light Tan Soil <br />108.1 1.73 <br />20.1 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />EF -1 with 0 Percent + 3/4" Gravel, the maximum Dry Density 108.1 20.1 <br />Note: The test was conducted as method A with 0 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 />By accepting the data and results represented on this page, client agrees to limit the liabifity, of Vector Engineering, Inc. from Cffent and all other parties claims arising out of the use of <br />this data to the cost for the respective tests) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L Labexcel l Projects 1192112 1605. 1 EF-1-cmp.x/s Test By: Enter By Ck. By: <br />DCN: CMP-rp (rev. 3(lW2) ell ell <br />