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GeolI11111111LOSIC PARTICLE SIZE ANALYSIS <br />ASSOCIATES <br />TEST REPORT <br />ASTM D-422 <br />Client: Protect No: Lab Sample No: <br />REPUBLIC SERVICES 2013.AO55 NA <br />Project Name: Report Date: <br />0 <br />10 <br />20 <br />30 <br />40 <br />.0 <br />Q <br />50 <br />CT 60 <br />70 <br />80 <br />90 <br />100 <br />101 <br />FORWARD LF-WMU FU -13 <br />GRA VEL SAND <br />BOLDERS 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 />May L4, ,eui, <br />SILT AND CLAY <br />HYDROMETER <br />Particle Diameter, mm <br />0E <br />i,4 14 <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />i <br />A <br />Butt -0521-S1 <br />Brown Silty Sandy Clay <br />0.0 <br />43.5 <br />56.5 <br />i <br />i <br />0.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 <br />0.01 0.1 <br />Particle Diameter, mm <br />0E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />Butt -0521-S1 <br />Brown Silty Sandy Clay <br />0.0 <br />43.5 <br />56.5 <br />100 <br />90 <br />80 <br />70 <br />60 <br />c <br />ti <br />50a <br />`c <br />U <br />40a <br />30 <br />20 <br />10 <br />Size Passing, mm D60 = 0.08 D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.05 <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released vdthout authorization of Vector Engineering Inc. <br />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 />excel l Projects 1 19201 2013.A 1 NA -MA Print Date: Reviewed Bv: LSN <br />DCN: MA-rp (rev. 6/04/05) 08/20/13 1YlJ <br />• <br />• <br />