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t <br /> 0643-013-02 Date Exported:08/24/18 <br /> U.S.STANDARD SIEVE SIZE <br /> 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 <br /> I—i 100 [] L 1 l <br /> C7 <br /> En <br /> 90 <br /> > <br /> m <br /> 11. 11\1 . <br /> 0 80 <br /> z <br /> a 70 <br /> a <br /> 1— <br /> z 60 <br /> CJ <br /> cc <br /> 0 50 <br /> 40 <br /> 30 <br /> ^ 20 <br /> Gil <br /> 10 <br /> m <br /> 0 ' —\\N'\\)"\\\41111 311/' - ' <br /> M <br /> o <br /> Z 1000 100 10 1 0.1 0.01 0.001 <br /> a <br /> LI m B u? GRAIN SIZE IN MILLIMETERS <br /> y CD <br /> Z m `m <br /> rn h = COBBLES GRAVEL SAND SILT OR CLAY <br /> 0) COARSE I FINE COARSE! MEDIUM I FINE <br /> N <br /> 3z t o <br /> m Depth Moisture <br /> o vCP <br /> Symbol Boring Number (feet) (%) Soli Description <br /> m 11) N • PIT-2 2.5 4 Fine to coarse gravel with sand(GP) <br /> M <br /> m PIT-3 4.5 10 Fine to medium sand with occasional gravel(SP) <br /> Mt : <br /> C <br /> 1 <br /> DNote: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 /> o 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 />