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ector Engineering Inc. OI ! URE I DENSITY/9E(A f IONS /PV <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 AdIlk <br /> Client: Project No.: Lab Log No.: <br /> Allied Waste 02.1605.07 SG <br /> ProjectName: Report ate: <br /> Forward WMU FU-06 June 8, 2006 <br /> 140 <br /> 135 <br /> 100% Saturation Curve <br /> 130 Specific Gravity app.a 2.7 <br /> v 125 <br /> CL <br /> 120 <br /> Q <br /> i <br /> O <br /> 115 <br /> 110 - <br /> 105 <br /> I <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 /> oLab Sample Maximum Optimum Water <br /> .0 Description <br /> E No. Identification Dry Density Content <br /> rn pcf kg/m' % <br /> Subgrade Proctor <br /> SGP-6 SGP-6 It rd-brn si sdy clys 114.9 1.84 15.6 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> SGP-6 with 0 Percent+ 3/4"Gravel,the maximum Dry Density - 114.9 15.6 <br /> Note: The test was conducted as method A with 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 /> By accepting 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 out of the use of <br /> this 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 l Projects 12002 1 02.1601 SGP-6-cmp.xls Test By: Enter By: Ck. By: <br /> DCN.CMP-rp (rev.3119/02) MJ5 MJS <br />