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Vector Engineering Inc. MOISTURE/DENSITY RELATIONSHIPS <br /> 143E Spring M18 Drive,Grana VaW,CA 95,945(530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> cwt <br /> ASTM D- 1557 <br /> Project Na: Lab Log No.: <br /> Forward Inc. 21605.03 SF-4 <br /> PAWNerrm.- <br /> Forward Landfill Se tember 11 2003 <br /> 140 - <br /> 135 <br /> 130 <br /> 100 % Saturation Curve <br /> Specific Gravity app. 2.7 <br /> 125 <br /> 120 -- <br /> 115 - <br /> 105 - <br /> too -- <br /> 2.0 <br /> 201151051002.0 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 /> H pcf kg/m" % <br /> ■ <br /> SF-4 SF-4 9-11-03 Light Brown Silty CLAY 115.8 1.85 15.9 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ SF-4 with 0 Percent+3/4"Gravel,the maximum Dry Density 115.8 15.9 <br /> Note: The test was conducted as method A with<5 percent retained on the no.4 sieve(minus 3/4") <br /> Thew resub 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 tat(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 t Projects 119211216011 SF-4-omp xis Test By. Effter ey Ck By. <br /> DCN:CUP-fp(rev.3)2W3) KAU <br />