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ector Engineering Inc. MOISTUREI DENSITY RELATIONSHIPS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 <br /> Client. Project No.: Lab Log No.: <br /> Allied Waste 02.1605.07 CLP-5 <br /> ect ame: <br /> Report ate: <br /> Forward WMU FU-06 August 3, 2006 <br /> 140 <br /> 135 <br /> 100% Saturation Curve <br /> 13o Specific Gravity app. 2.7 <br /> v 125 <br /> Q <br /> wa <br /> 120 - <br /> Q <br /> i <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 /> c Lab Sample Maximum Optimum Water <br /> M Description <br /> T No. Identification Dry Density Content <br /> to pcf kg/m' % <br /> ■ Clay Liner proctor <br /> CLP-5 CLP-5 It tan-brn si sdy clys 115.3 1.85 14.5 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ® CLP-5 with 0 Percent+3/4"Gravel,the maximum Dry Density - 115.3 14.5 <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-5-cmp.xls Test By: Enter By: Ck. By: <br /> DCN:CMP-rp (rev.3/19102) TLB mis <br />