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m <br />x <br />Q <br />O <br />< <br />rD <br />N <br />W <br />m <br />N x <br />N <br />y <br />O <br />f(D <br />X <br />'0 <br />Sy <br />'rt <br />cn <br />'n <br />fD <br />O <br />00 <br />N <br />x <br />100 <br />90 <br />r <br />m <br />0 80 <br />Z <br />N <br />a 70 <br />a <br />t— <br />Z 60 <br />LU <br />a.. 50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />1000 <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 />100 10 1 0.1 <br />GRAIN SIZE IN MILLIMETERS <br />0.01 0.0011 <br />GRAVEL I SAND <br />COBBLES SILT OR CLAY <br />COARSE FINE COARSE MEDIUM FINE <br />Symbol <br />Boring Number <br />Depth <br />feet <br />Moisture <br />% <br />Soil Description <br />B-10 <br />2.5 <br />4 <br />Silty fine to medium sand with gravel (SM) <br />❑ <br />B-11 <br />2.5 <br />7 <br />Silty fine to medium sand with occasional gravel ISM) <br />1 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 />A ASH n 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 />