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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 WMEnR5 <br />%GRAVEL <br />-' <br />mT.9m <br />m evl <br />0 <br />38.3 <br />2.6 <br />33.4 <br />iT.6 <br />Sample Name: HB-0 I S-1 <br />Sample Description: Silty SAND with gravel <br />Depth: 3.0'-3.5' <br />Test Date: Mar 20, 2020 <br />USCS (D-2487): SM <br />Natural Moisture Content: 12.4% ASTM D-2216 <br />DO: 2.6 mm <br />On: 0.1 mm <br />Dro: <br />Slave <br />Sim <br />Percent <br />Finer <br />1.25- <br />94.9 <br />1' <br />84.0 <br />112" <br />78.0 <br />114" <br />65.7 <br />#4 <br />617 <br />#10 <br />59.1 <br />#40 <br />61.2 <br />#100 <br />48.3 <br />#140 <br />34.1 <br />#200 <br />17.8 <br />EVERETT COLLEGE - FORMER INDEX FIELD <br />2000 TOWER STREET, EVERETT, WA M201 <br />MP ENGINEERING PROJECT#21-0101 <br />