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Vector Engineering Inc. <br /> 12438 Loma Rice,Gress Veft CA, 530-272-2448 <br /> LABORATORY SER1610Es MOISTURE/DENSITY RELATIONSHIPS <br /> ASTM D- 1557 <br /> ckent Project No.: <br /> Lab Lop No.: <br /> Allied Waste 986011.02 1 <br /> eme: <br /> Forward Landfill MaZ 17 1999 <br /> 150 - <br /> 140 - <br /> 130 - <br /> CX <br /> 50140130Q <br /> t <br /> 120 <br /> O <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 Maximum Optimum Water <br /> No. Identification Description Dry Density Content <br /> pcf k9/m" % <br /> 1 Excavation stockpile Tan sandy clay 113.1 1.81 16.1 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> 1 0 Percent Gravel 113.1 16.1 <br /> by accelpting the dab and results represented on this page,clientagrees to litrute liability of Vector Engineering,Inc.Ifrom ulient and all other <br /> parties claims amsmg W of the use of <br /> MR this data to the cost for the respedtive test(s)represented here,and Client agrees to indemnity and hold harmless Vector from and <br /> against all liability in excess of the aforementioned limit <br /> Form.•LiL&bexceN-abforms%Compwt2.xls rev.5I&W Test By: Enter By: Ck. By., <br /> BBN ULN <br />