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Geo-LoqkASSOCIATE5 <br />REPUBLIC SERVICES <br />Project Name: <br />t-UKVVAKU Ll- VVMU 1 -U -IJ <br />0- <br />10 . <br />20 <br />30 <br />0 40 <br />.c <br />w <br />Lr 50 <br />c <br />U <br />a 60 <br />70 <br />80 <br />90 <br />100 <br />PARTICLE SIZE ANALYSIS <br />Test Report <br />ASTM D-422 / D-6913 <br />Project No: Lab Sample No: <br />2013.A055 3522 <br />Report Date: <br />GRAVEL SAND <br />BOULDERS COBBLES <br />COARSE FINE COARSE 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 />HYDROMETER <br />100 <br />90 <br />80 <br />70 <br />60 <br />clo <br />50 � <br />c <br />U <br />N <br />40 0 <br />30 <br />20 <br />10 <br />T i ter— 0 <br />1000.00. 100.00 10.00 1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />EE <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />• <br />FCB -0521-S4 <br />Brown Lean Clay with Sand (CL) <br />0.0 <br />27.7 <br />72.3 <br />Size Passing, mm D60 = N/A D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.51 <br />Note: ` Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />This testing is based upon accepted industry practice as well as the test method d. These results appy only to the same o <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects I Client 1 Client Name 13522 1 3522D -ma Print Date: stere y. Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD 3522D <br />