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100 <br />90 <br />80 <br />70 <br />x <br />w 60 <br />m <br />w 50 <br />z <br />z <br />LU <br />40 <br />m <br />w <br />a <br />30 <br />20 <br />10 <br />0 <br />100.00 <br />%+3'1 <br />0 <br />Sieve <br />Size <br />Percent <br />Finer <br />1.25" <br />94.1 <br />1" <br />86.8 <br />112" <br />76.4 <br />1 /4" <br />70.2 <br />#4 <br />63.4 <br />#10 <br />51.2 <br />#40 <br />45.6 <br />#100 <br />34.9 <br />#140 <br />25.5 <br />#200 <br />12.7 <br />466L <br />MP ENGINEERING <br />MP Engineering Sieve Analysis <br />_ o 0 0 � 0 <br />�# *k <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 />36.6 12.3 5.6 1 32.9 12.7 <br />Sample Name: HB-03 / 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: 17.7% ASTM D-2216 <br />D60: 4.0 mm <br />D30: 0.12 mm <br />1310: <br />EVERETT COLLEGE - FORMER INDEX FIELD <br />2000 TOWER STREET, EVERETT, WA 98201 <br />PROJECT #21-0101 <br />