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Vector Engineering Inc. PARTICLE SIZE ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 AL / SIC <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Client: Proiect No: Lab Sample No: <br /> AdMIL ALLIED WASTE 02.1605.07 SGP-1 <br /> ect Name: Report Date: <br /> FORWARD WMU FU-06 May 19, 2006 <br /> BOLDERS COBBLES GRAVEL SAND 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 <br /> 90 <br /> 20 <br /> 80 <br /> I: <br /> 30 <br /> 70 <br /> a 40 <br /> 60 <br /> c <br /> 50 m <br /> 50 i1 <br /> U <br /> 60 40 <br /> 70 <br /> . 30 <br /> 80 <br /> 20 <br /> 90 <br /> 10 <br /> 100 <br /> 0 <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 /> Subgrade Proctor Light reddish-brown silty sandy <br /> • SGP-1 clays 0.0 36.2 63.8 <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 /> 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 /> :By <br /> his 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 ofthe aforementioned limit. <br /> : aexce I Praj—ects 12002 102.160SGP-1-MA Print Date: Reviewed By: LSN. <br /> DCN: MA-rp(rev. 03/31/03) 10/19/06 SGP-1 <br />