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Co <br /> o <br /> 0 <br /> 70 - — LEGEND D <br /> — <br /> NCH L.Low <br /> l ilcnic clays; N <br /> - l CL -- — _ sandy sty clays <br /> 60 <br /> ' 1 i 1 III 1 I CH:High plasticity inorganic clays (D <br /> 1_._ , ' .I._.__1 . .4.. ----, ; 1 ,-.- - !__..__ 1 i- -.- - ML: Inorganic silts and clayey silts 12 <br /> - of low plasticity <br /> icit y <br /> - 1 ' 1--- <br /> :1 1 <br /> =MH.Inorganics'Its andclayey silts of high +--1---1-- plasticity a <br /> 50 1 CL ML:Silty clays and clayey silts <br /> 1.,.1... . -1 ! ( _...._ I. i { -1- OL:Organic silts and clays of low plasticity <br /> hi 1 <br /> EL — ! OH:Organic silts and clays of high plasticity <br /> X LL:Liquid limit <br /> W 40 <br /> Z - -- - PL:Plastic limit <br /> U ;...1 ._ i I._.-i __ 1 + NP:Plasticity index; 1=LL PL <br /> _ 1..- - Nonplastic <br /> I- <br /> 1 <br /> 30 v:Nonplastic <br /> .f <br /> ii <br /> Il _ ilil n,»:Test value exceeds limit of graph <br /> — FINES%:Percentage of specimen mass passing <br /> 7- _ the No.200 sieve <br /> 20 1 1 i i 1 i ! „ I 1 j1 1 1 ( NAT WC%:Natural water content <br /> - < o.Percentage of soil particles <br /> • ' f j '': finer than 2 micrometers(0.002 mm); <br /> V - - ~_ clay-size fraction <br /> 10 ASTM DES:ASTM International test standard <br /> ' designation <br /> - -1- --f- - I - -- - --1----I-- - <br /> L L .- <br /> iC MLf-1ti MLorOL MH <br /> _ F i <br /> 0 10 20 30 40 50 0 70 80 90 100 110 <br /> LIQUI e LI (V, <br /> BORING AND DEPTH U.S.C.S. LL PL PI NAT FINES <2 um TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION WC% % % BY BY DES Panaview Landslide <br /> •B-2,S-6 15.0 ML Silt 46 31 15 34.2 99.9 26 AKV JFL D4318 Everett,Washington <br /> IN B-2,S-7 17.5 ML Silt 35 28 7 38.1 AKV JFL D4318 <br /> m ♦B-2,S-11 27.5 CH Fat Clay 52 25 27 27.6 AKV JFL D4318 PLASTICITY CHART <br /> .. •B-2,S-21 52.5 CL Lean Clay 49 24 25 37.3 99.9 35 AKV JFL D4318 BORING B-2 <br /> v <br /> November 2014 21-1-21709-002 <br /> SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnical and Environmental Consultants Sheet 1 of 1 <br />