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Geo -Loi <br />gc <br />A S S O C I AT E S`/ <br />Client: <br />REPUBLIC SERVICES <br />I • i vr_&— v1�&— i -1I V --116. 8 viv <br />Test Report <br />ASTM D-422 / D-6913 <br />Project No: <br />2013.A055 <br />tName: <br />FORWARD LF WMU FU -13 <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 />0 <br />10 <br />20 <br />30 <br />T3 40 <br />w <br />Cr- 50 <br />c <br />a 60 <br />70 <br />80 <br />90 <br />100 <br />Lab Sample N0: <br />351 <br />Report Date: <br />May 20, 21 <br />SILT AND CLAY <br />HYDROMETER <br />INNIS <br />Nis <br />100 <br />90 <br />80 <br />70 <br />60 <br />h <br />50 a <br />c <br />U <br />0) <br />40 Q- <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 />67 <br />• <br />FLCB-0516-S3 <br />Brown Sandy Lean Clay (CL) <br />0.8 <br />45.1 <br />54.1 <br />Size Passing, mm Dfi0 = 0.13 D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.97 <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 sample <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client 1 Client Name 1 3519 1 3519C -ma Print Date: Entered By: Reviewed By., LSN: <br />DCN: MA-rp (rev. 6/27/12) 05/28/13 A 3519C <br />