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Vector Engineering Inc. PARTICLE l LI <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Client: Protect No: Lab Sample No: <br /> ALLIED WASTE 02.1605.07 STCL <br /> Project Name: Report Date: 40 <br /> FORWARD WMU FU-06 August 15, 2006 <br /> GRAVEL SAND <br /> BOLDERS COBBLES SILT AND CLAY <br /> COARSE FINE COARSE MEDIAN FINE <br /> US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br /> "6 "3 1.5 "3/4 "3/8 4 10 20 30 40 50 100 200 <br /> 0 100 <br /> 10 90 <br /> 20 80 <br /> 30 70 <br /> c3 40 60 <br /> ro <br /> CID m <br /> Q-_ 50 50 fL <br /> N C <br /> fL 60 40 a <br /> 70 30 <br /> 60 20 <br /> 90 10 <br /> 1000 <br /> 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br /> Particle Diameter, mm <br /> 0 <br /> E Sample ID Description % Gravel % Sand % Silt-Clay <br /> A <br /> Shelby Tube Clay Light reddish-brown silty sandy <br /> ® Liner STCL-64c,d clays 0.0 39.8 60.2 <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 /> a exce rojects 12002 102.1601L- - Print Date: Reviewed By: LSN: <br /> DCN: MA-rp(rev. 03/31/03) <br /> 10/19/06 ST�•L"64 <br />