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PARTICLE SIZE ANALYSIS <br />Geo-Logic <br />iC Test Report <br />A S S 0 C I A T E S ASTM D-422 / D-6913 <br />tient: Project No: Lab Sample No: <br />REPUBLIC SERVICES 2O13.A055 3522 <br />Name: Report Date: <br />is testing is ase upon accepted industry practice as well as the test method listed. These results apply only to the samp i � <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client I Client Name 13522 1 35228 -ma Print Date: mere y: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/27/12) 06103113 JL MD 35226 <br />FORWARD LF WMU FU -13 <br />Description <br />%Gravel <br />May 31, 2013 <br />%Silt -Clay <br />GRAVEL <br />SAND <br />T <br />BOULDERS <br />COBBLES <br />FCB -0521-S2 <br />Brown Lean Clay (CL) <br />0.0 <br />12.9 <br />SILT AND CLAY <br />COARSE FINE COARSE MEDIUM <br />FINE <br />US SIEVE SIZE, INCHES <br />US STANDARD SIEVE <br />SIZE No. <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 <br />200 <br />' <br />100 <br />0 , <br />90 <br />10 <br />80 <br />20 <br />70 <br />30 <br />60 <br />a <br />40 <br />C <br />MMMMNIMEE01111011=� <br />„(�E <br />50 CL <br />50 <br />Z <br />U <br />a <br />40 � <br />60 <br />70 <br />30 <br />20 <br />80 <br />10 <br />90 <br />0 <br />100. <br />1000.00 <br />100.00 10.00 1.00 <br />0.10 <br />0.01 0.00 <br />Particle Diameter, mm <br />Size Passing, mm Dfi0 = N/A <br />D30 = N/A <br />D10 = N/A <br />Coefficient <br />of Curvature, C,,: N/A <br />Coefficient of Uniformity, C,,: <br />N/A <br />Fineness Modulus = 0.10 <br />Note: ' Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />is testing is ase upon accepted industry practice as well as the test method listed. These results apply only to the samp i � <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client I Client Name 13522 1 35228 -ma Print Date: mere y: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/27/12) 06103113 JL MD 35226 <br />Sample ID <br />Description <br />%Gravel <br />%Sand <br />%Silt -Clay <br />T <br />• <br />FCB -0521-S2 <br />Brown Lean Clay (CL) <br />0.0 <br />12.9 <br />87.1 <br />is testing is ase upon accepted industry practice as well as the test method listed. These results apply only to the samp i � <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client I Client Name 13522 1 35228 -ma Print Date: mere y: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/27/12) 06103113 JL MD 35226 <br />