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100 <br />90 <br />80 <br />70 <br />r-- <br />w 60 <br />m <br />uw 50 <br />Z <br />LL <br />Z <br />"' <br />u 40 <br />ix <br />W <br />a <br />30 <br />20 <br />10 <br />0 <br />100.00 <br />+3" <br />0 <br />Sieve <br />Size <br />Percent <br />Finer <br />1.25" <br />94.9 <br />1" <br />84.0 <br />1 /2" <br />78.0 <br />1 /4" <br />65.7 <br />#4 <br />61.7 <br />#10 <br />59.1 <br />#40 <br />51.2 <br />#100 <br />48.3 <br />#140 <br />34.1 <br />#200 <br />17.8 <br />joe*466 <br />MP ENGINEERING <br />MP Engineering Sieve Analysis <br />CD CD 0 <br />N O O O � O <br />10.00 1.00 0.10 0.01 <br />GRAIN SIZE IN MILLIMETERS <br />% GRAVEL % SAND % FINES <br />coarse medium fine (Silt or Clay) <br />38.3 2.6 7.9 1 33.4 17.8 <br />Sample Name: HB-04 / 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 />D60: 2.6 mm <br />D30: 0.1 mm <br />D10: <br />EVERETT COLLEGE - FORMER INDEX FIELD <br />2000 TOWER STREET, EVERETT, WA 98201 <br />PROJECT #21-0101 <br />