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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />MOISTUREI DENSITY RELATIONSHIPS <br />TEST REPORT <br />ASTM D - 1557 <br />arenr. <br />Allied Waste 0216�5.08 2553 <br />ct Name: Report Date: <br />Forward Landfill FU -08 CQA June 18, 2008 <br />121 <br />100 % Saturation Curve, <br />119 Specific Gravity app. 2.7 <br />117 <br />115 <br />113 <br />v 111 <br />Q <br />:t:!' 109 <br />Q <br />107-- <br />105-- <br />103-- <br />101 <br />07105103101 <br />-- <br />99795 99-- <br />97-- <br />95 <br />6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />2553A with 0 Percent +#4 Gravel, the maximum Dry Density = 107.8 15.8 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #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 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 />LLabexcel l Projects 1 2002 102160512553Acml Test By: EO Eater By: RL Ck. By. J CO p C <br />DCN: CMP-rp (rev. 524/07) Print Date : 72/2008 2553A <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />ci <br />pcf kg / m3 <br />■ <br />2553A <br />CL -1, W -side <br />Brown Lean Clay (CL) <br />107.8 <br />1726 <br />15.8 <br />(Rec,d 6/13) <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />2553A with 0 Percent +#4 Gravel, the maximum Dry Density = 107.8 15.8 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #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 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 />LLabexcel l Projects 1 2002 102160512553Acml Test By: EO Eater By: RL Ck. By. J CO p C <br />DCN: CMP-rp (rev. 524/07) Print Date : 72/2008 2553A <br />