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• <br />• <br />Geo -`o i <br />J s <br />A S S O C I AT E S <br />REPUBLIC SERVICES <br />PARTICLE SIZE ANALYSIS <br />Test Report <br />ASTM D-422 / D-6913 <br />2013.A055 <br />No: <br />3522C <br />ate: <br />This testing is ase upon acceptedindustry practice as we as the test method iste hese results apply only to e <br />supplied and tested for the above referenced job <br />L : Labexcel I Projects I Client I Client Name 13522 1 3522C -ma Print Date: Entered By: Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD <br />LSN: <br />3522C <br />FORWARD <br />LF WMU FU -13 <br />%Gravel <br />%Sand <br />%Silt -Clay <br />May 31, 2013 <br />GRAVEL SAND <br />• <br />FCB -0521-S3 <br />BOULDERS <br />coeeLEs <br />23.5 <br />76.5 <br />SILT AND CLAY <br />COARSE FINE COARSE I MEDIUM <br />FINE <br />i <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5' 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />i <br />ti <br />100 <br />0' <br />1 <br />oil <br />90 <br />10 <br />80 <br />20 <br />70 <br />30 <br />60 <br />40 <br />E6 <br />50 a <br />50 <br />c <br />U <br />U <br />� <br />0Q - <br />40Q- <br />60 <br />30 <br />70 <br />70 <br />20 <br />80 <br />10 <br />90 <br />0 <br />100 ,.._.. <br />1000.00 <br />��� <br />100.00 <br />10.00 1.00 <br />0.10 <br />0.01 <br />0.00 <br />Particle Diameter, mm <br />Size Passing, mm Dfi0 = N/A D30 = N/A <br />D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: <br />N/A <br />Fineness Modulus = <br />0.30 <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 ase upon acceptedindustry practice as we as the test method iste hese results apply only to e <br />supplied and tested for the above referenced job <br />L : Labexcel I Projects I Client I Client Name 13522 1 3522C -ma Print Date: Entered By: Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD <br />LSN: <br />3522C <br />Sample ID <br />Description <br />%Gravel <br />%Sand <br />%Silt -Clay <br />T <br />• <br />FCB -0521-S3 <br />Brown Lean Clay with Sand (CL) <br />0.0 <br />23.5 <br />76.5 <br />i <br />i <br />This testing is ase upon acceptedindustry practice as we as the test method iste hese results apply only to e <br />supplied and tested for the above referenced job <br />L : Labexcel I Projects I Client I Client Name 13522 1 3522C -ma Print Date: Entered By: Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD <br />LSN: <br />3522C <br />Sample ID <br />Description <br />%Gravel <br />%Sand <br />%Silt -Clay <br />T <br />• <br />FCB -0521-S3 <br />Brown Lean Clay with Sand (CL) <br />0.0 <br />23.5 <br />76.5 <br />This testing is ase upon acceptedindustry practice as we as the test method iste hese results apply only to e <br />supplied and tested for the above referenced job <br />L : Labexcel I Projects I Client I Client Name 13522 1 3522C -ma Print Date: Entered By: Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD <br />LSN: <br />3522C <br />