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lVeactor EngineeringInc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERV/CES <br />0 <br />10 <br />20 <br />30 <br />40 <br />w <br />,e <br />m <br />cX 50 <br />e <br />m <br />Q 60 <br />70 <br />80 <br />90 <br />100 <br />ALLIED WASTE INC. <br />ANALYSISPARTICLE SIZE <br />TEST REPORT <br />ASTM C-136 <br />021605.08 <br />FORWARD LANDFILL FU -08 CQA <br />GRAVEL SAND <br />BOULDERS COBBLES <br />COARSE FINE COARSE T MEDIUM FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />Lab Sample No: <br />CG -11 <br />Report Date: <br />October 9, 200E <br />SILT AND CLAY <br />HYDROMETER <br />100 <br />90 <br />80 <br />70 <br />60 <br />rn <br />.e <br />y <br />std <br />c <br />m <br />44 <br />30 <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />fn <br />A <br />CG -2 <br />(Rec'd 10/9) <br />Poorly Graded Gravel (GP) <br />97.1 <br />1.1 <br />1.8 <br />Size Passing, mm D60 = 20.11 D30 = 16.13 D10 = 13.48 <br />Coefficient of Curvature, Cc: 0.96 Coefficient of Uniformity, Cu: 1.49 Fineness Modulus = 7.32 <br />Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <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 />Labexcel I Projects 12002 1021805 VCG- - print Date: Reviewed By: LSN. CG-2DCN. MA-rp (rev. 6/04/05) 10/09/08 <br />