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Vector Engineering Inc. TIL / EANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Client: Project No: Lab Sample No: <br /> ALLIED WASTE 02.1605.07 SGP <br /> Project Name: Report Date: <br /> FORWARD WMU FU-06 May 25, 200 <br /> GRAVEL SAND <br /> BOLDERS COBBLESSILT AND CLAY <br /> COARSE I FINE COARSE MEDIAN I 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 so <br /> 20 80 <br /> i <br /> 30 i <br /> 70 <br /> 27 40 ; <br /> 60 <br /> N y <br /> CC 50 50 <br /> UU <br /> it 60 40 R <br /> 70 <br /> 30 <br /> 80 <br /> 20 <br /> 90 <br /> 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 /> E <br /> T Sample ID Description % Gravel % Sand % Silt-Clay <br /> Subgrade Proctor Light reddish-brown silty sandy <br /> ® SGP-2 clays 0.0 38.1 61.9 <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 excel 1 rojects 12002 102.160 1 SGP-2-MAPrint Date: Reviewed By. LSN. <br /> DCN: MA-rp(rev. 03/31/03) 10/19/06 SGP-2 <br />