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100 <br />90 <br />80 <br />70 <br />x <br />w 60 <br />m <br />u 50 <br />z <br />r` <br />z <br />LU <br />40 <br />w <br />a <br />30 <br />20 <br />10 <br />MP Engineering Sieve Analysis <br />O O O � O <br />r-I It r-i t-i N <br />it 2k it 4t <br />0 i i i i i <br />100.00 10.00 1.00 0.10 0.01 <br />GRAIN SIZE IN MILLIMETERS <br />% +3" % GRAVEL % SAND % FINES <br />coarse medium fine (Silt or Clay) <br />0 29.1 6.7 1 4.3 1 34.1 25.8 <br />Sieve <br />Size <br />Percent <br />Finer <br />1.25" <br />93.0 <br />ill <br />89.6 <br />1 /2" <br />82.6 <br />1/4" <br />78.9 <br />#4 <br />70.9 <br />#10 <br />64.2 <br />#40 <br />59.9 <br />#100 <br />52.5 <br />#140 <br />45.2 <br />#200 <br />25.8 <br />jw <br />MP ENGINEERING <br />Sample Name: HB-03 / S-2 <br />Sample Description: Silty SAND with gravel <br />Depth: 6.0' - 6.5' <br />Test Date: Mar 20, 2020 <br />USCS (D-2487): SM <br />Natural Moisture Content: 23.6% ASTM D-2216 <br />D60: 0.43 mm <br />D30: 0.08 mm <br />D10: <br />EVERETT COLLEGE - FORMER INDEX FIELD <br />2000 TOWER STREET, EVERETT, WA 98201 <br />PROJECT #21-0101 <br />