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Vector Engineering Inc. MOISTURE/DENSITY RELATIONSHIPS <br /> 143E Spring 10 Drive,Grass Valley,CA 93945(530)272-2448 <br /> LABORATORY SERWCES TEST REPORT <br /> ASTM D- 1557 <br /> Client Project No.: Lab No.: <br /> Amk Forward Inc. 21605.03 SF-5 <br /> ame: <br /> e <br /> Forward Landfill Se tember 11 2003 <br /> 140 <br /> 136 - <br /> 130 <br /> 100% Saturation Curve <br /> Specific Gravity app. 2.7 <br /> 125 - <br /> 120 - <br /> 115 - <br /> 110 - <br /> 105 <br /> 25120115110105 <br /> 100 - <br /> 2.0 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 /> pcf kg/m" % <br /> ■ <br /> SF-5 SF-5 9-15-03 Light Brown Silty CLAY 114.7 1.84 16,5 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ SF-5 with 0 Percent+3/4"Gravel,the maximum Dry Density 114.7 16.5 <br /> Note: The test was conducted as method A with<3 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 without autliorizaton of Vector Engineering Inc. <br /> 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 /> *I.data to the cost for the respective tests)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in exams of the aforementioned limit <br /> L:Labexcel i Projects 1192112 160&1 SF•5•cmp xfs Test By: Falter By: Ck. By: <br /> DCN:CMP-rp(rev.3)2303) KAU <br />