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lVenctor Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERV/CESTEST <br />MOISTURE/DENSITY RELATIONSHIPS <br />REPORT <br />ASTM <br />Client: Project No.: Sao jog [Vo.:ReDubllc Services 2013-AO55 <br />130 <br />125 <br />110 <br />105 <br />100 ; i <br />5 10 <br />15 20 <br />Water Content, <br />June 14, 20131 <br />100 Saturation Curve <br />Speci is Gravity app. 2.7 <br />25 <br />30 <br />Z <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />r <br />pcf kg / m' <br />% <br />NA <br />FCL -061413-S2 <br />Lt brown silty clay <br />118.3 1895 <br />13.5 <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. I he data and mtormation are proprietary and can not be released witnout autnonzation or vector tngineenng mc. <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. 7 <br />L:Labexcel I Projects 1 1920 1 2013-A 1 NA-cmp.xls Test By: JA Enter By: A Ck. By: JA <br />DCN: CMP-rp (rev. 03104106) Print Date : 8/20/13 Nd <br />