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'Willeactor Engineedng Inc. <br /> 12438 Loma Race,ora$:YaMay,CA.M-272_2648 <br /> LABORATORY SERWCEs MOISTUREI DENSITY RELATIONSHIPS <br /> ASTM D- 1557 <br /> Cgent ProJect No.: Lab Log No.: <br /> Allied Waste 986011.02 :/d ml% <br /> oma: <br /> Forward Landfill June 8 199 <br /> 150 - <br /> 140- <br /> 130- <br /> 120 - <br /> 110 - <br /> 100 - <br /> 90 -1 <br /> 50140130120110 10090 <br /> 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 <br /> Water Content, <br /> Lab Sample Description Maximum Optimum Water <br /> No. Identification Dry Density Content <br /> N pd kg/m" % <br /> claymixl Clay Mix 2 Tan white clay 114.2 1.83 15.3 <br /> Corrected Values For Oversized Particles, per ASTM D4718 <br /> a claymix1 0 Percent Gravel 114.2 15.3 <br /> by ecce g and r nWoserftd on Ift pkp,cimt agrees to limitmeenng,Im.Itom CUW end a i=ams ng out of fm use ot <br /> this data to the cost for the respoUbn best($)represented here,and Ctlerd agrees ld ardemrhily and told harmiess vector from and agairtst ad uebifity in excess of the aforementoned HmiL <br /> Fomr.L.v.ana mv.5r16o8 rest By: Enter By: Ck. By: <br /> UhN UhN <br />