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eC ®r Engineering Inc. MOISTUREI DENSITY RELATIONSHIPS <br /> f43E spring Ht8Ortm Gress Ve tay.CA 959,5(M)272-2448 <br /> LABORATORY SERWCES TEST REPORT <br /> ASTM D- 1557 <br /> cillart Pr%ctNo.: Lab <br /> Aft Forward Inc. 021605.03 CL-1 <br /> ama: Dods, <br /> Forward Landfill October 7 2003 <br /> 140 <br /> 135 <br /> 900% Saturation Curve <br /> 13o Specific Gravity app.a 2.7 <br /> v 125 <br /> Q, <br /> 120 - <br /> 115 - <br /> 110 <br /> 20115110 <br /> 105 - <br /> 100 - <br /> 2.0 <br /> 051002.0 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 /> `e pcf kg/m" % <br /> ■ <br /> CL-1 CL-1 10-6-03 Light brown silty CLAY 115.9 1.86 15.1 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-1 with 0 Percent+3/4"Gravel, the maximum Dry Density 115.9 15.1 <br /> Note: The test was conducted as method A with<5%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 authorization of Vector Engineering Inc. <br /> nth <br /> pting 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 wit ofthe use of <br /> date to the cost for the respeclive tests?represented here,and Client agrees to indemniry and hold harmless Vector from and against all liability in excess of the aforementioned limit <br /> L:Laboxcel t Pmts 11921 121W5.%CL-f-cmp xts Test By: Eger By Ck. By. <br />