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0) <br /> 0 <br /> D <br /> 70 <br /> LEGEND <br /> Z <br /> CL ;CH CL:Low plasticity inorganic clays; <br /> _ — —_ — sandy and silty clays N <br /> —" CH:High plasticity inorganic clays <br /> 60 <br /> ML:Inorganic silts and clayey silts v <br /> T <br /> ; of low plasticity. —I i..-_._ _ ! 1... MH:Inorganic silts and clayey silts of high <br /> plasticity 'a <br /> i <br /> 50 ; CL-ML:Silty clays and clayey silts <br /> 'Cll..' OL.Organic silts and clays of low plasticity <br /> I <br /> ET_ -- ' --- ' ' - ' . 1 1 - — --- OH:Organic silts and clays of high plasticity <br /> W 40 LL:Liquid limit <br /> Z — -- PL:Plastic limit <br /> _ PI:Plasticity index;PI=LL-PL <br /> —i — NP.Nonplastic <br /> 30 v :Nonplastic <br /> Test value exceeds limit graph— ^ of ra h <br /> I i ( FT — FINES%:Percentage of specimen mass passing <br /> 4 i ;— .... rt... -- the No.200 sieve <br /> 20 ; • i NAT WC%:Natural water content <br /> —_ - .._ �._ <2 um%:Percentage of soil articles <br /> . .. 9 P <br /> finer than 2 micrometers(0.002 mm); <br /> — -" clay-size fraction <br /> 10 ASTM DES:ASTM International test standard <br /> _ designation <br /> CLML ML or OL : MH Or OH <br /> _` ---- <br /> 0 i - <br /> 0 10 20 30 40 50 0 70 80 90 100 110 <br /> LIQUID LI - (°/ <br /> BORING AND DEPTH U.S.C.S. LL PL PI NAT FINES <2um TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % WC% % % BY BY DES Panaview Landslide <br /> ▪B-6,S-5 12.5 ML Silt 45 29 16 31.2 98.3 24 AKV JFL D4318 Everett,Washington <br /> •B-6,S-8 20.0 ML Silt 48 28 20 32.1 AKV JFL D4318 <br /> B-6,S-12 30.0 ML Silt 48 28 20 35.8 99.8 34 AKV JFL D4318 PLASTICITY CHART <br /> .• ♦B-6,S-14 35.0 MH Elastic Silt 54 30 24 36.1 AKV JFL D4318 BORING B-6 <br /> v <br /> November 2014 21-1-21709-002 <br /> T <br /> —ISHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnical and Environmental Consultants Sheet 1 of 1 <br />