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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 />m5.8m <br />m evl <br />0 <br />36.8 <br />12.3 <br />I 32.9 <br />12.1 <br />Sample Name: HB-03I S-1 <br />Sample Description: Silty SAND with gravel <br />Depth: 3.0'-3.5' <br />Test Date: Mar 20, 2020 <br />USCS (D-2481): SM <br />Natural Moisture Content: 17.7% ASTM D-2216 <br />DO: 4.0 mm <br />On: 0.12 mm <br />Dro: <br />Slave <br />Sim <br />Percent <br />Finer <br />1.25- <br />94.1 <br />1' <br />86.8 <br />112" <br />76.4 <br />114" <br />70.2 <br />#4 <br />63A <br />#10 <br />51.2 <br />#40 <br />45.6 <br />#100 <br />34.9 <br />#140 <br />25.5 <br />#200 <br />12.] <br />EVERETT COLLEGE - FORMER INDEX FIELD <br />2000 TOWER STREET, EVERETT, WA M201 <br />MP ENGINEERING PROJECT#21-0101 <br />