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tv 1 <br />M <br />O <br />m <br />Z <br />M <br />Z <br />< <br />CD m <br />D <br />m <br />U) CD <br />Q <br />N <br />N <br />< <br />�D <br />O O <br />3 <br />C <br />N <br />�1 <br />CI0. <br />CD <br />r+ <br />C <br />fD <br />= 100 <br />cs <br />3 90 <br />m <br />80 <br />Z <br />a 70 <br />a <br />w 60 <br />U <br />a 50 <br />40 <br />30 <br />20 <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 />COBBLES <br />I GRAVEL I SAND <br />SILT OR CLAY <br />COARSE I FINE 1COARSE1 MEDIUM I FINE ---d <br />Symbol <br />Boring Number <br />Depth <br />feet <br />Moisture <br />% <br />Soil Description <br />PIT-1 <br />6 <br />11 <br />Fine to medium sand (SP) <br />❑ <br />PIT-2 <br />5 <br />16 <br />Silty fine to medium sand with occasional gravel (SM) <br />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 TT-- H ❑ 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 />M M M M M M i M M M M M M M M M M M M <br />