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Ve.ctor Engineering Inc. MOISTURE/ DENSITY RELATIONSHIPS <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES TEST REPORT <br />ASTM D - 1557 <br />Client: Project No.: Lab Log No.: <br />Rei Services 2013-AO43 <br />'roject Name: Report Date: <br />Forward LF May 17, 2013 <br />130 <br />125 <br />110 <br />105 <br />100 4- <br />5 <br />m <br />15 20 <br />Water Content, <br />100 ° Saturation Curve <br />;peci is Gravity app. 2.7 <br />99 <br />30 <br />c <br />M <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg i m' <br />% <br />NA <br />Butt -051613-S1 <br />Lt brown Sand w/ silty clay <br />114.3 1831 <br />16.2 <br />0 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />Note: The test was conducted as method A <br />1 nese results apply only to the above listed samples. 1 he data and mrormanon are proprietary and can not be released without authorization or vector tngmeenng 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 7 <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 l Projects 1 1920 1 2013-A 1 NA-cmp.xls Test BY JA Enter By: JA Ck. By. JA /� <br />DCN: CMP-rp (rev. 03/04/06) Print Date : 82�/A0/13 / <br />