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2095-019-07 Date Exported: 7/25/19 <br /> U.S.STANDARD SIEVE SIZE <br /> 3" 2" 1.5" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100#140#200 <br /> I I <br /> I— 100 - ■ i ■ _ 1 <br /> x ■�_�— <br /> 1.1 <br /> 90 ■ <br /> co <br /> U 80 ' - . <br /> z <br /> Q 70 1. <br /> 0 . <br /> 1— <br /> z 60 - - <br /> U . . IN <br /> r <br /> a 50 - - <br /> -. . , - ■ <br /> 40 -- • - . . . --. n <br /> ■ <br /> 30 <br /> CI) <br /> 20 - 1 -- -. . . <br /> L.� l 10 - . <br /> m <br /> 0 0 � - — <br /> rn 1000 100 10 1 0.1 0.01 0.001 <br /> Z <br /> CI m _? GRAIN SIZE IN MILLIMETERS <br /> < < <br /> (1) 5 <br /> m C:D x D GRAVEL SAND <br /> m r* O Z COBBLES - SILT OR CLAY <br /> 70 0) COARSE FINE COARSE MEDIUM FINE <br /> N Q ' <br /> .."14) _� CD N.O CD <br /> Depth Moisture <br /> = Symbol Boring Number (feet) (%) Soil Description <br /> r-r <br /> O O Cl) ® B-3 2.5 14 Silty fine to medium sand(SM) <br /> ❑ B-3 20 9 Silty fine to medium sand with gravel(SM) <br /> 71 <br /> C , <br /> Fr; <br /> D / (\ 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 /> 6 �U 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 /> AA S H n The grain size analysis results were obtained in general accordance with ASTM D 6913.GeoEngineers 17425 NE Union Hill Road Ste 250,Redmond,WA 98052 <br />