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%./TOR <br />PF ENGINEERING, INC. <br />An Ausenco group company <br />Client: <br />® ALLIED WASTE INC. <br />rvame. <br />PARTICLE SIZE l <br />Test Report <br />ASTM C-136 <br />2856E <br />Proiect No: <br />021605.09 <br />Keport nate: <br />t-UKVVAKU LANUI-ILL t-U-Ut5 UI�l tK August 14, ZUU <br />Sample ID <br />* Description <br />% Gravel <br />GRAVEL <br />SAND <br />BOULDERS <br />COBBLESSILT <br />AND CLAY <br />• <br />COARSE <br />FINE <br />COARSE <br />MEDIUM FINE <br />0.8 <br />nd <br />US SIEVE SIZE, INCHES <br />US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5 3/4" 3/8" <br />4 10 20 30 40 50 100 200 <br />0100 <br />10 <br />90 <br />20 iii 1 1 1 1 1 <br />111 <br />1 1 111 <br />1 <br />iii 1 t <br />i i <br />iii <br />i <br />H <br />i <br />iii <br />i i i i 1 <br />i i i a i i i i <br />i i i a i i i i <br />i i i a i i i i <br />v i <br />i i <br />i i <br />i i i i <br />i a i i <br />i a i i <br />i i <br />i i <br />i i <br />i i i i <br />i i i i <br />i i i a i <br />i i <br />i i <br />i i <br />iii <br />iii <br />iii <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i i <br />i i <br />i i <br />i i i i i i <br />i i i i i i <br />i i i i i i <br />i i i a i i i i 80 <br />i i i a i i i i <br />i i i a i i i � <br />v i i i i i i i <br />30 <br />i i <br />iii <br />i a i i <br />i 1 <br />i i <br />1 1 <br />i i i a i <br />iii i i <br />i i <br />t i <br />iii <br />iii <br />i <br />i <br />i <br />i <br />i <br />i <br />i i <br />iii <br />i i i i i i <br />I i i i i <br />i i i a i � i i <br />III i i i i i <br />70 <br />40 <br />a <br />Q: 50� <br />60 <br />Ci <br />i i i a i i i <br />i i <br />i i i i <br />i i <br />i i i i i <br />i i <br />iii <br />i <br />i <br />i <br />i i <br />i i i i i i <br />i i i a i i i i 50 <br />>v <br />C <br />60 <br />�- <br />i <br />40 <br />70 <br />i i i a i i i i <br />i i <br />i a i i <br />i i <br />i i i i i <br />i � <br />iii <br />i <br />i <br />i <br />i i <br />i i i i i i <br />30 <br />i i i a i i i i <br />80 <br />ii i i i i i i <br />i i i i i i i i <br />i i <br />i i � <br />i a i i <br />i i <br />i i <br />ii i i i <br />i i i a i <br />i <br />i i <br />iii <br />i <br />i� <br />i <br />i <br />i <br />i i <br />i i i i i <br />i a i i i i <br />i i i i i 20 <br />i i i i i i i i <br />i i i a i i i i <br />90 <br />i i <br />i a i i <br />i i <br />i i i a i <br />i i <br />iii <br />i <br />i <br />i <br />iii <br />i i i i i <br />v i i i i i i i <br />10 <br />100 <br />0 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 <br />0.01 0.00 <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />* Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />• <br />DG -A3 (Reed 8/18) <br />w/ Gravel <br />Poorly Grad (SSP) <br />48.0 <br />51.2 <br />0.8 <br />nd <br />Size Passing, mm D60 = 5.55 D30:-- 3.66 D10 = 2.68 <br />Coefficient of Curvature, Cc: 0.90 Coefficient of Uniformity, C,,: 2.07 Fineness Modulus = 5.39 <br />Visual Classification based on ASTM D-2488 <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 />hexcel 1 Projects 12002 1021605 1 2856E -MA Print Date: Reviewed Bv. LSN <br />DCN: MA-rp (rev. 6/04/05) 08/25/09 2856E <br />