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Engineering Inc.MOISTURE/ E IRELATIONSHIPS <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 />Republic Services 2013-AO55 <br />'roject Name: Report ate: <br />Forward LF May 21, 2013 <br />130 <br />125 <br />110 <br />105 <br />100 -� <br />5 <br />10 <br />15 20 <br />Water Content, % <br />100 ° Saturation Curve <br />;peci is Gravity app. 2.8 <br />25 <br />30 <br />a <br />=1 <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf k9 / m' <br />%® <br />NA <br />Butt -052113-S1 <br />Lt brown silty clay <br />111.2 1781 <br />17.6 <br />F <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 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 1 Projects 1 19201 2013-A 1 NA-cmp.xls Test By: JA Enter By: ,1A Ck. By: JA d <br />DCN: CMP-rp (rev. 03/04/06) Print Date : 8/20/13 ^ <br />