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Vector Engineering Inc. <br /> 12436 Lorna Rxxk Gran Vieflay.CA 330-272.2448 <br /> LABORATORY SERWCES MOISTURE/DENSITY RELATIONSHIPS <br /> ASTM D-1557 <br /> cmert Projed No.: Lab LW No.: <br /> Allied Waste 986011.02 :la mixt <br /> Forward Landfill June 8, 1999 <br /> 1150 - <br /> 140 - <br /> 130 - <br /> 120 - <br /> 110 - <br /> 100 - <br /> 90 -- <br /> 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 <br /> Water Content, % <br /> Lab Sample Description Maximum Optimum Water <br /> No. Identification Dry Density Content <br /> PCf kg /W % <br /> claymixi Clay Mix I Tan white clay 111.9 1.79 15.8 <br /> Corrected Values For Oversized rticl�s, per ASI'M D-4718 <br /> dayrnixl 0 Percent Gravel 15.8 <br /> W out of th33cepting me Ma and resug raprowied—on Mn pa",crisM awe"to hirna the ritatitnty of ve-cwEm: N, rom �11 J1, a pa <br /> c7airris arnsing e—U—NV— <br /> Oft data to the cost for ft resp wtbve tests;represented here,and Clwit agrees to mdmnrfy and hold t,, Vector from andv� ;nst 3fi Imbdrty in I��s of the aforerneMii,>ned firrid. <br /> F-orm:LiL&bexceALobtann3%C*mp-ct2-xis im,.5H6M Test By. <br /> Ck By: <br /> BoN <br />