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V'qector Engineering Inc. OI ■ URE I DENSITY/ ■ RELATIONSHIPS <br /> IO/®SI /IPV <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 <br /> Client Project;70.: Lab Log No.: <br /> Allied Waste 02.1605.07 CLP <br /> /ect ame: Report ate: <br /> Forward WMU FU-06 iu/y 27, 2006'- <br /> 140 - <br /> 135 <br /> 006140135 <br /> 100% Saturation Curve <br /> 1Specific Gravity app. 2.7 <br /> v 12255 <br /> t2 <br /> C <br /> � 120 <br /> O <br /> i <br /> O <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 /> a Lab Sample Description Maximum Optimum Water <br /> EE No. Identification Dry Density Content <br /> U) pcf k9/m' % <br /> ■ Clay Liner proctor <br /> CLP-2 CLP-2 It rd-brn si sdy clys 123.1 1.97 12.2 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CLP-2 with 0 Percent+3/4"Gravel,the maximum Dry Density - 123.1 12.2 <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 1 Projects 12002102.1601 CLP-2-cmp.xls Test By: Enter By Ck. By. <br /> DCN:CMP-rp (rev.3119/02) TLB mis <br />