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Geo-Lo!lk <br />ASSOCIATESte/ <br />Client: <br />REPUBLIC SERVICES INC. <br />2013-AO83 <br />,t Name: <br />FORWARD LF WMU FU13 <br />GRAVEL SAND <br />BOULDERS COBBLES <br />COARSE FINE COARSE MEDIUM FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />10 <br />20 <br />30 <br />a 40 <br />N <br />50 <br />N <br />L <br />60 <br />70 <br />80 <br />90 <br />100 <br />10 <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />SILT AND CLAY <br />HYDROMETER <br />PARTICLE SIZE ANALYSIS <br />Test Report <br />ASTM D-422 / D-6913 <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />• <br />CP -061013-S1 <br />Lt Brown silty clay w/ fine sand <br />0.0 <br />18.5 <br />81.5 <br />� <br />IMEN <br />MEM <br />w <br />�S <br />NMI <br />0�00101 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />• <br />CP -061013-S1 <br />Lt Brown silty clay w/ fine sand <br />0.0 <br />18.5 <br />81.5 <br />Size Passing, mm Dfi0 = N/A D30 = N/A U10 = N/A <br />Coefficient of Curvature, C,: N/A Coefficient of Uniformity, C,: N/A Fineness Modulus = 0.00 <br />Note: ' Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />r—This testing is based upon accepted industry practice as well as the test methodrsted. These results appy only to the samples <br />supplied and tested for the above referenced job. <br />L : Labexcel i Projects 1 Client 1 Client Name 1 NA 1 NA -ma Print Date: Entered By: Reviewed By: LSN. <br />DCN: MA-rp (rev. 6/27/12) 08/20/13 <br />100 <br />90 <br />80 <br />70 <br />60 <br />5J <br />G <br />U <br />N <br />40� <br />30 <br />20 <br />10 <br />n <br />NA <br />NA <br />