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111FAWector EngineeringInc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />D <br />130 <br />125 <br />110 <br />105 <br />100 + <br />5 <br />10 <br />• - DENSITY RELATIONSHIPS <br />TEST REPORT • • <br />i <br />15 20 <br />Water Content, <br />2013-AO55 <br />NA <br />16, 2013 <br />100 ° Saturation Curve <br />Specific Gravity app. 2.8 <br />ON <br />o <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Description <br />D Density <br />Dry Y <br />Content <br />U) <br />pcf kg I m' <br />% <br />NA <br />Butt -051613-S2 <br />Lt brown silty clay <br />115.6 1852 <br />17.1 <br />W1 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />Note: The test was conducted as method A <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 liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />this data 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 limit. <br />L:Labexcel 1 Projects 1 1920 1 2013-A 1 NA-cmp.xls Test By., JA Enter By JA Ck. By A <br />NA <br />DCN: CMP-rp (rev. 03/04/06) Print Date : 8/20/13 <br />