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Geo=Losic <br />ASSOCIATE <br />REPUBLIC SERVICES <br />PARTICLE SIZE ANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />No: <br />2013.A055 <br />Name: <br />FORWARD LF-WMU FU -13 <br />GRAVEL SAND <br />SOLDERS COBBLES <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />6" 3" 1.5' 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />10 <br />20 <br />30 <br />40 <br />50 <br />a 60 <br />' 70 <br />80 <br />90 <br />100 <br />10 <br />NA <br />Report Date: <br />May 24, 2013 <br />SILT AND CLAY <br />HYDROMETER <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />Butt -0516-S2 <br />I <br />0.0 <br />21.3 <br />78.7 <br />nn nn <br />10000 <br />10.00 <br />1.00 <br />0.10 <br />0.01 0A <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />Butt -0516-S2 <br />Brown Silty Clay w/ Fine Sand <br />0.0 <br />21.3 <br />78.7 <br />Size Passing, mm D60 = N/A D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.03 <br />100 <br />90 <br />80 <br />70 <br />60 <br />c <br />So <br />50a <br />`c <br />U <br />N <br />40CL <br />30 <br />20 <br />10 <br />These results apply only to the above listed samples. The data and information are proprietary and can not oe reieasea winout autnonzauun ur vectui cny,11-1 iy u. - <br />By <br />w.By 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 />this 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 />abexcel I Projects I 192012013.A I NA-MAPrint Date: Reviewed By: LSN: NA <br />CN: MA-rp (rev. 6/04/05) 08/20/13 <br />