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Vector Engineering Inc. <br /> 12638 Lane ft..lass MW CA 530-272-2448 <br /> L,ABORATORYSERMEs MOISTUREI DENSITY RELATIONSHIPS <br /> ASM D- 1557 <br /> Owt Px*d No.: Lab Lop No.: <br /> Allied Waste 986011.02 Cts 1, <br /> Forward Landfill June 15 1999 <br /> 150 - <br /> 140 - <br /> 130- <br /> 120 - <br /> CS <br /> 50140130120 <br /> 110 - <br /> 100 - <br /> go <br /> 10100g <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 /> pd kg/m" % <br /> a 1 Claymix 3 Tan white clay 113.5 1.82 14.5 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> a 1 0 Percent Gravel 113.5 14.5 <br /> yAcURRINW&SMom"Awonthis papa,WaMeWOOSS MIM IMINSIVeM EFFneiffino,MMM awdawal MW l5MEORROng MUMUM 31 <br /> this dah to the cM W the mspeftm test s)mpreswftd here.artd Clift sprees to indanu f+and hob hams veer hen and apab*ail BHbi ft in excess of the aforementionedâ–ºknit. <br /> Form:L rev.5HOM Ted By. Ener By: Ck. By: <br /> UhN MEN <br />