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Geo-LoqkASSOCIATE <br />• Client <br />RF_PUBLIC SERVICES <br />• <br />PARTICLE SIZE ANALYSIS <br />Test Report <br />ASTM D-422 / D-6913 <br />Project No: Lab Sample No: <br />2013.A055 3522E <br />Report Date: <br />40dustryhis testing is based upon accepted inpractice as well as the test method listed. These results appy only to the <br />supplied and tested for the above referenced job <br />L : Labexcel l Projects 1 Client I Client Name 1 3522 1 3522E -ma Print Date: Entered By. Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 A MD <br />3522E <br />FORWARD LF WMU FU -13 <br />May <br />31, 2013 <br />GRAVEL SAND <br />BOULDERS <br />COBBLES <br />Brown Sandy Lean Clay (CL) <br />0.4 <br />33.7 <br />65.9 <br />SILT AND CLAY <br />COARSE FINE COARSE I MEDIUM <br />FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 3040 50 100 200 <br />I <br />100 <br />0 . <br />I <br />90 <br />10 <br />80 <br />20 <br />70 <br />30109 <br />60 <br />a <br />40 <br />0, <br />50 <br />50 <br />� <br />U <br />40 a <br />CT <br />60 <br />30 <br />70 <br />20 <br />80 <br />10 <br />90 <br />0 <br />100. <br />1000.00 <br />100.00 <br />10.00 1.00 <br />0.10 <br />0.01 0.00 <br />Particle Diameter, mm <br />Sample ID <br />Description <br />%Gravel <br />%Sand <br />%Silt -Clay <br />Size Passing, mm Dfi0 = <br />N/A D30 = N/A <br />D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: <br />N/A <br />Fineness Modulus = 0.48 <br />Note: ' Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />40dustryhis testing is based upon accepted inpractice as well as the test method listed. These results appy only to the <br />supplied and tested for the above referenced job <br />L : Labexcel l Projects 1 Client I Client Name 1 3522 1 3522E -ma Print Date: Entered By. Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 A MD <br />3522E <br />• <br />FCB -0521-S5 <br />Brown Sandy Lean Clay (CL) <br />0.4 <br />33.7 <br />65.9 <br />I <br />I <br />40dustryhis testing is based upon accepted inpractice as well as the test method listed. These results appy only to the <br />supplied and tested for the above referenced job <br />L : Labexcel l Projects 1 Client I Client Name 1 3522 1 3522E -ma Print Date: Entered By. Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 A MD <br />3522E <br />• <br />FCB -0521-S5 <br />Brown Sandy Lean Clay (CL) <br />0.4 <br />33.7 <br />65.9 <br />40dustryhis testing is based upon accepted inpractice as well as the test method listed. These results appy only to the <br />supplied and tested for the above referenced job <br />L : Labexcel l Projects 1 Client I Client Name 1 3522 1 3522E -ma Print Date: Entered By. Reviewed By. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 A MD <br />3522E <br />