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Vector 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 />Allied Waste Inc. 021605.08 2572F <br />oject Name., <br />Lab <br />Forward Landfill FU -08 <br />Description <br />125-- <br />Optimum Water <br />E <br />123 <br />Identification <br />121 <br />Content <br />U) <br />119 <br />117-- <br />17115113109 <br />% <br />115-- <br />WB1 (Bulk) <br />(Rev'd 7/8) <br />Brown Lean Clay w/ Sand (CL) <br />113-- <br />1888 <br />13.5 <br />1091 <br />O <br />107-- <br />07105103 <br />105-- <br />103 <br />101 <br />99 <br />97 <br />95 <br />0 2 4 6 <br />Report Date: <br />11, 2008 <br />8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />2572F with 0.2 Percent +#4 Gravel, the maximum Dry Density = 117.9 13.5 <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. I <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 harnless Vector from and against all liability in excess of the aforementioned limit. <br />L:Labexcel I Projects 12002l 02160512572Fcml Test By: DM Enter By: JL Ck. By: �-(I �_ <br />DCN: CMP-rp (rev. 5/24107) Print Date : 7212008 2572F <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />U) <br />pcf kg / m3 <br />% <br />2572F <br />WB1 (Bulk) <br />(Rev'd 7/8) <br />Brown Lean Clay w/ Sand (CL) <br />117.9 <br />1888 <br />13.5 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />2572F with 0.2 Percent +#4 Gravel, the maximum Dry Density = 117.9 13.5 <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. I <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 harnless Vector from and against all liability in excess of the aforementioned limit. <br />L:Labexcel I Projects 12002l 02160512572Fcml Test By: DM Enter By: JL Ck. By: �-(I �_ <br />DCN: CMP-rp (rev. 5/24107) Print Date : 7212008 2572F <br />