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Geo -Lo is <br />AS <br />SOCIA <br />PARTICLE SIZE ANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />ant: Project No: Lab <br />REPUBLIC SERVICES 2013.A055 <br />ject Name: <br />FORWARD LF-WMU FU -13 <br />VEL <br />BOLDERS COBBLES GRASAND SILT AND CLAY <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br />6" 3" 1.5' 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />10 <br />20 <br />30 <br />a 40 <br />m <br />50 <br />U <br />i 60 <br />' 70 <br />80 <br />90 <br />100 <br />1c <br />Particle Diameter, mm <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />A <br />Butt -052113-S2 <br />Brown Silty Clay <br />0.0 <br />4.0 <br />96.0 <br />inn nn <br />inn on <br />10.00 <br />1.00 <br />0.10 <br />0.01 0.( <br />Particle Diameter, mm <br />Size Passing, mm D60 = N/A D30 = N/A I U10 = IN/A <br />Coefficient of Curvature, Ca: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.01 <br />NA <br />2013 <br />100 <br />90 <br />80 <br />70 <br />60 <br />-Z <br />c <br />5012 <br />U <br />N <br />400 <br />30 <br />20 <br />10 <br />These results apply only to the above listed samples. The data and information are propnetaryana can no[ oe reieasea wimour amnau<aoon - V—Ul <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 />abexcei I Projects .A k NA-MAPrint Date: Reviewed By: LSN: NA <br />VN MA-rp (rev. 6/04/05) 08/20/13 <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />A <br />Butt -052113-S2 <br />Brown Silty Clay <br />0.0 <br />4.0 <br />96.0 <br />Size Passing, mm D60 = N/A D30 = N/A I U10 = IN/A <br />Coefficient of Curvature, Ca: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.01 <br />NA <br />2013 <br />100 <br />90 <br />80 <br />70 <br />60 <br />-Z <br />c <br />5012 <br />U <br />N <br />400 <br />30 <br />20 <br />10 <br />These results apply only to the above listed samples. The data and information are propnetaryana can no[ oe reieasea wimour amnau<aoon - V—Ul <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 />abexcei I Projects .A k NA-MAPrint Date: Reviewed By: LSN: NA <br />VN MA-rp (rev. 6/04/05) 08/20/13 <br />