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Vector Engineering Inc. MOISTURE/DENSITY RELATIONSHIPS <br /> 143E Sprbp M8 Dr"Grass Valley,CAI 95945(530)272-2448 <br /> L.ABORATORYSERWCES TEST REPORT <br /> ASTM D- 1557 <br /> clot <br /> Project No.: cab cog No.: <br /> ForwardInc. 21605.03 SF-3 <br /> Forward Landfill September 8 2003 <br /> 140 <br /> 135 - <br /> 130 - <br /> 100 % Saturation Curve <br /> Specific Gravity app. 2.7 <br /> 125 - <br /> 120 - <br /> 110 <br /> 25120110 <br /> 105 - <br /> 100 - <br /> 2.0 <br /> 051002.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br /> Water Content, <br /> Lab Sample Description Maximum Optimum Water <br /> No. Identification Dry Density Content <br /> fn pcf kg/mo % <br /> ■ <br /> SF-3 SF-3 9-8-03 Light Brown Silty CLAY 116.3 1.86 15.1 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ SF-3 with 0 Percent+3/4"Gravel,the maximum Dry Density 116.3 15.1 <br /> Note: The test was conducted as method A with <5 percent retained on the no.4 sieve(minus 3/4") <br /> These results apply only to the above listed samples.The data and information are proprietary and can not be released;7ftut 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 hon and against all liability in excess of the aforementioned timlt. <br /> Uabexcel l Projects 11921121605.1 SFL3-cmp.xla Test By: Ener By. Ck. By: <br />