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vector Engineenng Inc. MOISTUREI DENSITY RELATIONSHIPS <br /> 143E Spdng Hill Drive,Great Valley,CA 98945(530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 <br /> Client Project No.: Lab Log Na: <br /> ForwardInc. 021605.03 CL-2 <br /> eme: e <br /> Forward Landfill September 17 2003 <br /> 140 <br /> 135 <br /> 900% Saturation Curve <br /> t3o Specific Gravity app. 2.7 <br /> 125 -- <br /> 120 - <br /> 115 - <br /> 110 -- <br /> 105 -- <br /> 100 -- <br /> 2.0 <br /> 251201151101051002.0 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 /> rn pcf kg/m" % <br /> ■ <br /> CL-2 CL-2 9-17-03 Light Brown Silty CLAY 116.3 1.86 15.4 <br /> Corrected Values For Oversized Particles,per ASTM D-4718 <br /> ■ CL-2 with 0 Percent+3/4"Gravel, the maximum Dry Density 116.3 15.4 <br /> Note: The test was conducted as method A with <4 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 author bon 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 partes 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 arorementoned lint. <br /> L:Labexcel%Protects 120021021605 1 CL-2-cmp.x1a Test By: Eater By: Ck. By. <br /> DCN:CMRrp(rev.323103) KAU <br />