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Geo -Logic <br />A S S O C I AT E S <br />REPUBLIC SERVICES <br />FORWARD LF WMU FU -13 <br />0 <br />10 <br />20 <br />30 <br />a 40 <br />m <br />fes.. <br />50 <br />N <br />cL 60 <br />70 <br />8C <br />9( <br />10C <br />■ �■ • ■ ■ v■—fi— i--&■ Vim■— ■ v■v <br />Test Report <br />ASTM D-422 / D-6913 <br />3519D <br />No: <br />2013.A055 <br />US SIEVE SIZE, INCHES I US STANDARD SIEVE SIZE No. I <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />HYDROMETER <br />mupun -- <br />Z15, I <br />1000.00 100.00 10.00 1•UU U.lu <br />Particle Diameter, mm <br />E <br />I <br />Description <br />% Gravel <br />% Sand <br />low <br />U <br />• <br />FLCB-0516-S4 <br />Brown Sandy Lean Clay (CL) <br />MENNEN <br />35.3 <br />63.5 <br />IN <br />16,1100 <br />-- <br />1000.00 100.00 10.00 1•UU U.lu <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />U <br />• <br />FLCB-0516-S4 <br />Brown Sandy Lean Clay (CL) <br />1.2 <br />35.3 <br />63.5 <br />Size Passing, mm D60 = N/A D30 = N/A V10 - IV/H <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.55 <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 me rest mernoa ustea. 1 nese resuu, aNNly u,,,y <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client I Client Name 13519 1 3519D -ma Print Date: Entered By. Reviewed By.- <br />DCN: <br />y.DCN: MA-rp (rev. 6/27/12) 05/28/13 JL <br />100 <br />90 <br />80 <br />70 <br />60 <br />h <br />50 a <br />U <br />N <br />40 C- <br />30 <br />20 <br />10 <br />0 <br />10 <br />LSN: <br />3519D <br />