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• S • <br /> 22360-003-00 Date Exported: 10/05/16 <br /> U.S. STANDARD SIEVE SIZE <br /> 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 <br /> i 100 �, • • i to • l <br /> li <br /> ril- <br /> 90 ® �C <br /> m • <br /> 080 <br /> z <br /> N <br /> Q 70 . <br /> 1-- <br /> z 60 . <br /> Lu <br /> U - - <br /> t <br /> a 50 - _ - . <br /> 40 . . _ . <br /> 30 _ - <br /> 20 • r <br /> • <br /> 10 • <br /> rn <br /> 0 O r I <br /> i <br /> z 1000 100 10 1 0.1 0.01 0.001 <br /> 0) <br /> rn p GRAIN SIZE IN MILLIMETERS <br /> Z CD o C`D <br /> rn aD GRAVEL SAND <br /> rn COBBLES SILT OR CLAY <br /> "� 73 co COARSE FINE COARSE MEDIUM FINE <br /> v n <br /> Depth Moisture <br /> o - CD <br /> tn <br /> Symbol Boring Number (feet) (%) Soil Description <br /> CD <br /> N • B-1 7.5 28.9 Silty fine sand(SM) <br /> T = NIB-2 25 22.6 Fine to medium sand with silt(SP-SM) <br /> (a A B-3 26 16.2 Fine to coarse sand with silt and gravel(SW-SM) <br /> - 0 <br /> B-3 35 20.6 Fine to medium sand with silt(SP-SM) <br /> 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 /> Nperformed,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 />