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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#200II <br /> I <br /> 2 100 � . • '■ •`I I l I I l <br /> _ I� <br /> 90 ■ ■ ■� • <br /> c) 80 u CO <br /> ■_z IIN <br /> _ <br /> c. <br /> 7 <br /> \, <br /> 0 <br /> 0 ■ <br /> z 60 \� . <br /> 11.1 <br /> U ■ • <br /> at 50 ■ <br /> IN <br /> 40 <br /> 30 <br /> 20 . . _ - <br /> CI 10 <br /> m <br /> 0 0 — <br /> rn 1000 100 10 1 0.1 0.01 0.001 <br /> Z <br /> CI < C-) _. GRAIN SIZE IN MILLIMETERS <br /> cr) <br /> Z <br /> COCXI I D GRAVEL SAND <br /> m ."' O M COBBLES SILT OR CLAY <br /> 0) COARSE FINE COARSE MEDIUM FINE H <br /> kv) coN <br /> CD U_= _ _ _ _ <br /> 1 p A" Depth Moisture <br /> oCD c Symbol Boring Number (feet) (%) Soil Description <br /> O �j ® B-1 5 9 Sandy silt(ML) <br /> "9 ❑ B-1 15 9 Silty fine to medium sand with occasional gravel(SM) <br /> Fo A B-2 2.5 9 Sandy silt(ML) <br /> RI ///"""777��� 0 B-2 10 9 Sandy silt with occasional gravel(ML) <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 /> ' 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 w 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 />