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24459-003-00 Date Exported:8/25/2021 <br /> U.S.STANDARD SIEVE SIZE <br /> 3" 2" 1.5" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #100#140#200I <br /> 2 100 •• •• • • ! I l l I I l l <br /> ii <br /> 90 \� <br /> m <br /> 80 <br /> Z_ <br /> V7 <br /> Q 70 - <br /> a S <br /> I L <br /> I- <br /> 60 - - - - <br /> U •�, <br /> Cr <br /> a 50 - `Nio <br /> 40 • <br /> • <br /> 30 <br /> 20 \, <br /> CI 10 \ <br /> rn '■ <br /> 0 <br /> 0 — _ LI - - <br /> rn 1000 100 10 1 0.1 0.01 0.001 <br /> z <br /> m - GRAIN SIZE IN MILLIMETERS <br /> Z CD o a) <br /> rn CD 0 D GRAVEL SAND <br /> rn 4-4- '. COBBLES SILT OR CLAY <br /> CD <br /> CD COARSE FINE COARSE MEDIUM FINE <br /> LA Q Cl) <br /> CD N <br /> XI <br /> CD <br /> Depth Moisture <br /> Symbol Boring Number (feet) (%) Soil Description <br /> 03 <br /> `< tj • B-1 5 6 Poorly graded sand with silt(SP-SM) <br /> 0 B-2 2.5 5 Poorly graded sand with silt and gravel(SP-SM) <br /> 00. • B-2 5 8 Silty sand(SM) <br /> C <br /> cD 0 B-3 2.5 8 Silty sand with gravel(SM) <br /> I Vr 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 /> I-1 <br /> RASH O The grain size analysis results were obtained in general accordance with ASTM C 136.GeoEngineers 17425 NE Union Hill Road Ste 250,Redmond,WA 98052 <br />