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Vector Engineering Inc. ILE SIZE ANAL S/S <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 PA R <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Client: Project No: Lab Sample No: <br /> ALLIED WASTE 02.1605.07 SGP-7 <br /> t Name: Report Date: <br /> FORWARD WMU FU-06 June 12, 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 /> ° 100 <br /> 10 90 <br /> 20 80 <br /> 30 70 <br /> 40 60 <br /> y <br /> fY 50 <br /> 50 <br /> t1- 60 40 O� <br /> 70 30 <br /> 80 <br /> 20 <br /> 90 10 <br /> 100 I. <br /> 0 <br /> 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br /> Particle Diameter, mm <br /> 0 <br /> El <br /> Sample ID Description % Gravel % Sand % Silt-Clay <br /> Subgrade Proctor Light reddish-brown silty sandy <br /> ® SGP-7 clays 0.0 58.6 41.4 <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 /> 40: 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 /> abexce Projects 112002 102. -7-MAPrint Date: Reviewed By: LSN: <br /> DCN: MA-tp(rev. 03/31/03) 10/19/06 SGP-7 <br />