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Geo -Logic <br />A S S O C l AT E S <br />Client: <br />REPUBLIC SERVICES <br />■ �■ ■ ■ vim■— v■L■— r's■ ��� ■ v■v <br />Test Report <br />ASTM D-422 / D-6913 <br />2013.A055 <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 />0 <br />10 <br />20 <br />30 <br />a 40 <br />a� <br />50 <br />c <br />I <br />a 60 <br />70 <br />80 <br />90 <br />100 <br />Lab Sample No: <br />351 <br />Report Date: <br />May 20, 2 <br />SILT AND CLAY <br />HYDROMETER <br />=1100010001111011=� I <br />100 <br />90 <br />80 <br />70 <br />60 <br />c <br />H <br />50 (L <br />m <br />m <br />40 a <br />30 <br />20 <br />10 <br />0 <br />1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />• <br />FLCB-0516-S1 <br />Brown Sandy Lean Clay (CL) <br />1.2 <br />48.5 <br />50.3 <br />Size Passing, mm D60 = 0.13 D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.76 <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 samph <br />supplied and tested for the above referenced job <br />L : Labexcel I Projects 1 Client 1 Client Name 1 3519 1 3519A -ma Print Date: Entered By: Reviewed By. LSP <br />DCN: MA-rp (rev. 6/27/12) 05/28/13 JL krc <br />3519A <br />