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w <br /> x <br /> o <br /> 0 <br /> 70 <br /> __ LEGEND D <br /> — Z <br /> — irli : CL:Low plasticity inorganic clays; <br /> CH CL _ — sandy and silty clays it <br /> , CH:High plasticity inorganic clays o <br /> 60 <br /> �..._..._ L I ' 2 <br /> r - ML:Inorganic silts and clayey silts <br /> j of low plasticity <br /> — MH:Inorganic silts and clayey silts of high <br /> — ,. plasticity a <br /> 50 <br /> CL-ML:Silty clays and clayey silts <br /> o -__-_ _—, ..1 i .�,— ; , I OL:Organic silts and clays of low plasticity <br /> a -{- —�- — — i , -!--1 OH:Organic silts and clays of high plasticity <br /> LL:Liquid limit <br /> W 40 <br /> 1 a, _.IL 1 I -.., , PL:Plastic limit <br /> ..... —. ..........r 1— i - --- ... .. 1 { _ 6. S -. <br /> 1 PI Plasticityindex; I-LL-PL <br /> — I — —r {—' - <br /> J <br /> U r ; —{... 1 _ - NP:NonplastiC <br /> 1111 <br /> vv Non plastic <br /> ; iiilastic30 <br /> g 1111 <br /> _ <br /> — I n,»:Test value exceeds limit of graph <br /> I — - <br /> -- - <br /> -I- FINES <br /> - — 1 _ ;-_ _._ _ __ _. the No.Percentage20 sieve <br /> mass passing <br /> 20 j NAT WC%:Natural water content <br /> _ __— 2 um°/a Percentage of soil particles <br /> finerthan g2 micrometers(0.002 mm); <br /> -- - _-- - <br /> - — — — clay-size fraction <br /> 10 • ASTM DES:ASTM International test standard <br /> designation <br /> CL ML _ ■1 ML or OL MH or OH <br /> o <br /> 0 10 20 30 40 50 0 70 80 90 100 110 <br /> LIQUI LI - (0/ <br /> BORING AND DEPTH U.S.C.S. LL PL PI NAT FINES <2 pm TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % WC% % % BY BY DES Panaview Landslide <br /> •B-5,S-3 7.5 ML Silt 41 28 13 33.3 99.8 25 AKV JFL D4318 Everett,Washington <br /> •B-5,S-5 12.5 ML Silt 33 28 5 36.7 AKV JFL D4318 <br /> 'T1 A B-5,S-7 17.5 ML Silt 46 31 15 39.8 99.9 23 AIN JFL D4318 PLASTICITY CHART <br /> .P ♦B-5,S-8 20.0 CL Lean Clay 44 26 18 42.0 98.6 38 AKV JFL D4318 BORING B-5 <br /> m9 0 B-5,S-11 27.5 CH Fat Clay 53 26 27 27.9 AKV JFL D4318 <br /> November2014 21-1-21709-002 <br /> .-.I SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnlcal and Environmental Consultants Sheet 1 of 1 <br />