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` I,r <br /> 064301302 Date Exported:05/21/18 <br /> U.S.STANDARD SIEVE SIZE <br /> 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 <br /> 100 • • • <br /> x <br /> CD <br /> 3 90 <br /> r <br /> m <br /> 0 80 <br /> z <br /> a 70 <br /> cL <br /> I— <br /> Lu 60 <br /> U <br /> cc <br /> a 50 <br /> 40 • <br /> 30 <br /> 20 - <br /> +n 10 <br /> III <br /> O .\\,,40:.. <br /> TI 0 • <br /> P <br /> Z = 1000 100 10 1 0.1 0.01 0.001 <br /> GIGRAIN SIZE IN MILLIMETERS <br /> Z Cl) CD <br /> M <br /> m <br /> GRAVEL <br /> COBBLES SAND SILT OR CLAY <br /> COARSE 1 FINE COARSE' MEDIUM I FINE <br /> LA .4 c <br /> N in <br /> 1 _ <br /> D 6 if <br /> m <br /> Symbol Sample Location Moisture(%) Soil Description <br /> o in • Cadman Utility Stockpile 3 Fine to coarse sand with occasional gravel(SP) <br /> M <br /> _ Sand <br /> 11 <br /> 00. <br /> C <br /> fD Note:This report may not be reproduced,except in full,without written approval of GeoEngineers,Inc.Test results are applicable only to the specific sample on which they were <br /> N performed,and should not be interpreted as representative of any other samples obtained at other times,depths or locations,or generated by separate operations or processes. <br /> The grain size analysis results were obtained in general accordance with ASTM D 6913. <br />