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Geo-Loqk <br />A S S O C I AT E S <br />REPUBLIC SERVICES <br />Test Report <br />ASTM D-4221 D-6913 <br />Project No: Lab Sample No: <br />2013.A055 3519 <br />Project Name: <br />FORWARD LF WMU FU -13 <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 />Report Date: <br />May 20, <br />SILT AND CLAY <br />HYDROMETER <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />• <br />FLCB-0516-S5 <br />Brown Lean Clay w/ Sand (CL) <br />0.0 <br />22.5 <br />77.5 <br />Size Passing, mm D60 = N/A D30 = N/A D10 = N/A <br />Coefficient of Curvature, C,: N/A Coefficient of Uniformity, CU: N/A Fineness Modulus = 0.18 <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 listed. These results apply only to the sampl <br />supplied and tested for the above referenced job <br />L : Labexcel I Projects I Client 1 Client Name 1 3519 1 3519E -ma Print Date: Entered By: Reviewed By. LSA <br />DCN: MA-rp (rev. 6/27112) 05/28/13 JL <br />100 <br />90 <br />80 <br />70 <br />60 <br />cri <br />50 <br />i <br />N <br />40 n- <br />30 <br />20 <br />10 <br />0 <br />10 <br />3519E <br />