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vector Engineering Inc. MOISTUREI DENSITY RELATIONSHIPS <br /> 143E Sprdng Hill Drive,Grew Valley,CA 95945(530)272-2448 <br /> LABORATORY SERWCES TEST REPORT <br /> ASTM D- 1557 <br /> Cldarrt Project No.: lab log No.: <br /> Forward Inc. 021605.03 CL-4 <br /> roar ame: <br /> e <br /> Forward Landfill September 26 2003 <br /> 140 <br /> 135 <br /> 100 % Saturation Curve <br /> 13o Specific Gravity app. 2.7 <br /> 125 - <br /> 120 - <br /> 115 - <br /> 110 - <br /> 105 <br /> 25120115110105 <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 Maximum Optimum Water <br /> E No. Identification <br /> Description Dry Density Content <br /> pcf kg/m" % <br /> ■ <br /> CL-4 CL-4 9-26-03 Light Brown Silty CLAY 115.8 1.85 15 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-4 with 0 Percent+3/4"Gravel,the maximum Dry Density 115.8 15.0 <br /> Note: The test was conducted as method A with<1 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 cannot 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 partes claims arising out of the use of <br /> this data to the cost for ire respecWe test(s)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of tie aforementioned limit. <br /> LLebaxcal l Protects 1200210216051 CL-4-cmp.xis Test By: Ender By.• Ck By: <br /> DCN:CMP-rp(rev.3)2303) KAU <br />