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Geo=L.oTs <br />ASSOCIATES <br />PARTICLE SIZE ANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />Client: Project Ivo: eau <br />REPUBLIC SERVICES 2013.A055 NA <br />—P— -- <br />Particle Diameter, mm <br />E <br />Sample ID <br />FORWARD LF-WMU FU -13 <br />% Gravel <br />May L4, zu-is <br />% Silt - Clay <br />a <br />GRAVEL <br />SAND <br />BOLDERS <br />COBBLES <br />SILT AND CLAY <br />A <br />COARSE FINE <br />COARSE MEDIAN FINE <br />0.0 <br />7.2 <br />92.8 <br />US SIEVE SIZE, INCHES <br />US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5' 3/4" 3/8" <br />4 10 20 30 40 50 100 200 <br />p <br />100 <br />90 <br />10 <br />80 <br />2 0 <br />70 <br />30 <br />60 <br />40 <br />m <br />5011 <br />50 <br />� <br />N <br />N <br />40a <br />60 <br />30 <br />70 <br />20 <br />80 <br />10 <br />90 <br />0 <br />100 <br />1000.00 100.00 10.00 <br />1.00 0.10 <br />0.01 0.00 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />a <br />A <br />Butt -0516-S1 <br />Brown Silty Clay <br />0.0 <br />7.2 <br />92.8 <br />Size Passing, mm D60 = N/A D30 = N/A U10 = NIA <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.00 <br />These results apply only to the above listed samples. The data and information are proprietary anc can not oe reieasea wntnout aununca"un ui vuu— <br />y accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />[�b'lexcel <br />is data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />LProjects 1 A A- Print Date: Reviewed By: LSN: Af w <br />DCN: MA-rp (rev. 6/04/05) <br />08/20/13 1 ." <br />• <br />i0 <br />• <br />