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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 /> 100 - --� 1 ! I . _I I i <br /> 90 <br /> m <br /> cs 80 . <br /> z _ <br /> Q 70 . . . <br /> a. . <br /> I-- <br /> w 60 <br /> U . <br /> cc <br /> � 50 • <br /> - <br /> 40 <br /> 30 <br /> 20 - . <br /> 10 <br /> m <br /> 0 0 - <br /> z 1000 100 10 1 0.1 0.01 0.001 <br /> Z <br /> G) N GRAIN SIZE IN MILLIMETERS <br /> Z CD o CD <br /> M tp = D GRAVEL SAND <br /> m COBBLES SILT OR CLAY <br /> '� - a) COARSE FINE COARSE MEDIUM FINE <br /> MI v <br /> (/1 ph) D <br /> N <br /> to <br /> \ <br /> \\( -0 Depth El) CD <br /> Moisture <br /> atnSymbol Boring Number (feet) (%) Soil Description <br /> 3 �j • B-4 35 18.5 Fine to medium sand with silt and occasional gravel(SP-SM) <br /> CD <br /> D <br /> cn <br /> (J0, <br /> C <br /> fD <br /> CO 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 /> 0 S 0 <br />