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Inc. <br />VectorEngineering <br />143E Spring Holl Drive, Grass Valley, CA, 534272-2448 <br />LABORATORY SERVICES <br />Client: <br />ALLIED WASTE <br />Project Name: <br />FORWARD LANDFILL WMU ART -03 <br />SOLDERS COBBLESGRAVEL <br />COARSE nNE <br />US SIEVE SIZE, INCHES <br />REPORTPARTICLE SIZE ANALYSIS <br />TEST <br />IST11 <br />X Lab Sample No: <br />021605.02 855E <br />SAND <br />SILT AND CLAY <br />COARSE tAEDWd FlNE <br />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 <br />10 <br />20 <br />30 <br />40 <br />.c_ <br />c°L1 so <br />70 <br />90 <br />100 <br />1000.00 <br />100.00 10.00 1.00 U.IU u.ul V.W <br />Particle Diameter, mm <br />2 <br />Sample ID <br />t <br />% Gravel <br />% Sand <br />w`�=ii�� <br />Gravel Stockpile 2 <br />® <br />(rec'd 04/18/03) <br />Sand w/ Gravel <br />45.7 <br />52.2 <br />i <br />100.00 10.00 1.00 U.IU u.ul V.W <br />Particle Diameter, mm <br />2 <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />Gravel Stockpile 2 <br />® <br />(rec'd 04/18/03) <br />Sand w/ Gravel <br />45.7 <br />52.2 <br />2.0 <br />These results apply only to the alcove listed samples. The data and Information are proprietary and can not to 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 've ted here, and Client to Indemnifyand hold harmless Vector from and a Inst all liabili in excess of the aforementioned limit. <br />xce ro/e s tests - Print Date: Reviewed By: LSN. 855E <br />DCN: MA -M (rev. 03/31103) 04/30/03 <br />