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'Vector Engineering/ Inc. MOISTURE/DENSITY RELATIONSHIPS <br /> 143E Spring 10 DnW.Gross Valley,CA V"(530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 <br /> C/lent Project Na: Lab Log No.: <br /> Ah Forward Inc. 021605.03 CL-3 <br /> 1wimme., <br /> Forward Landfill September 24 2003 <br /> 140 - <br /> 135 -- <br /> 130 -- <br /> 40135130 <br /> 100 % Saturation Curve <br /> Specific Gravity app. 2.7 <br /> 125 <br /> w <br /> 120 <br /> 4 <br /> 115 <br /> 110 <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-3 CL-3 9-24-03 Light Brown Silty CLAY 116.2 1.86 15.4 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-3 with 0 Percent+3/4"Gravel,the maximum Dry Density 116.2 15.4 <br /> Note: The test was conducted as method A with <2 percent retained on the no. 4 sieve(minus 3/4") <br /> Theca resuks apply only to the above listed samples.rho data and information are proprietary and cannot be released without authorization of Vector Engineering Inc. <br /> accepting the data and results represented on this page,client agrees to limit the liability M Vector Engineering,Inc.from Client and all other parties claims arising out of the use of <br /> is data to the cost for the respective test(s)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 1 2002 102 1605 1 CL-3-cmp.x1a Test By: Enter By. Ck. By: <br /> DCN:CMP-rp(rev.323)03) KAU <br />