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Vectorineri Inc. MOISTUREIDENSITY RELATIONSHIPS <br /> 143E Spring HN Dim,Grow Vafty,CA 95945(530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 <br /> C#Wt Project No.: Lab Log No.: <br /> Forward Inc. 021605.03 CL-8 <br /> arrre: <br /> ReportUaW <br /> Forward Landfill October 22 2003 <br /> 140 <br /> 135 <br /> 100% Saturation Curve <br /> 130 Specific Gravity app. 2.7 <br /> 125 -- <br /> 120 - <br /> 115 - <br /> 110 <br /> 25120115110 <br /> 105 <br /> 100 <br /> 2.0 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 /> pcf kg/m" % <br /> ■ <br /> CL-8 CL-8 10-22-03 Light Brown Silty CLAY 113.9 1.82 16.7 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-8 with 0 Percent+3/4"Gravel,the maximum Dry Density 113.9 16.7 <br /> Mote: The test was conducted as method A with<3 percent retained on the no.4 sieve(minus 3/4") <br /> These results apply only to the above listed samples.The data and informatan are proprietary and can not be released wiPhout autitorization of Vector grIgineering Inc. <br /> By accepting the dats and results represented on this page,client agrees to limit the liability of Vector Engineering,Inc.from Client and all other parties claims arising out of the use of <br /> this data to the cost for the respective tests)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> L:Labexcel 1 Projects 12002 1 021605 1 CL-8-cmp.x/s Test By Enter By: Ck, By. <br /> DCN:CMP-rp(rev.3/13/03) KAU <br />