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MP Engineering Sieve Analysis <br />90 <br />R0 <br />60 <br />50 <br />2 <br />2 <br />=li <br />20 <br />10 <br />0"'" I-i I I I I I I I I I I I I I I I I IIIIII I I I I <br />100.00 10.00 1.00 0.10 0.01 <br />GRAIN SIZE IN MI WMEnRS <br />%GRAVEL <br />-' <br />m4.6 <br />mm evl <br />0 <br />29.11 <br />6] <br />1 1 34.1 <br />I25.6 <br />Sample Name: HB431 S-2 <br />Sample Description: Silty SAND with gravel <br />Depth: 6.0'-6.5' <br />Test Date: Mar 20, 2020 <br />USCS (D-248]): SM <br />Natural Moisture Content: 23.6% ASTM D-2216 <br />DO: 0.43 mm <br />On: 0.08 mm <br />Dro: <br />Slave <br />Sim <br />Percent <br />Finer <br />1.25- <br />93.0 <br />1' <br />89.6 <br />112" <br />82.6 <br />114" <br />78.9 <br />#4 <br />]0.9 <br />#10 <br />64.2 <br />#40 <br />69.9 <br />#100 <br />52.5 <br />#140 <br />45.2 <br />#200 <br />25.8 <br />EVERETT COLLEGE - FORMER INDEX FIELD <br />2000 TOWER STREET, EVERETT, WA M201 <br />MP ENGINEERING PROJECT#21-0101 <br />