Laserfiche WebLink
U 1 <br />m <br />O <br />m <br />Z <br />M <br />�? <br />_ <br />Z <br />m <br />` <br />m <br />CO <br />m <br />°o <br />n <br />m <br />o <br />v <br />V1 <br />v m <br />N <br />N <br />� Uo <br />N <br />N <br />o <br />c <br />N <br />T <br />Qq <br />C <br />N <br />n <br />x <br />100 <br />cs <br />3 90 <br />m <br />so <br />Z <br />on <br />on 70 <br />a <br />W 60 <br />U <br />a 50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />1000 <br />U.S. STANDARD SIEVE SIZE <br />100 10 1 0.1 <br />GRAIN SIZE IN MILLIMETERS <br />0.01 0.001 <br />COBBLES I GRAVEL I SAND I SILT OR CLAY <br />COARSE I FINE 1COARSE1 MEDIUM I FINE <br />Symbol <br />Boring Number <br />Depth <br />feet <br />Moisture <br />% <br />Soil Description <br />TP-1 <br />6 <br />9 <br />Silty sand with gravel ISM) <br />TP-2 <br />0.25 <br />9 <br />Poorly graded sand with silt (SPSM) <br />A <br />TP-2 <br />5 <br />12 <br />Silty sand with gravel ISM) <br />Note This report may not be reproduced, except in full, without written approval of Geo Engineers, 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 />nA6H❑ The grain size analysis results were obtained in general accordancewith ASTM C 136. GeoEngineers 17425 HE Union Hill Road Ste 250, Redmond, WA 98052 <br />