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CO <br /> 0 <br /> 70 ; , LEGEND 3 <br /> D <br /> — - CL:Low plasticity inorganic clays; n,1 CL CH sandy and silty clays <br /> "— — - - CH:High plasticity inorganic clays <br /> 60 ! G� <br /> �..-E-._„—' -___ ;_ _.,. —__... r....-- ML:Inorganic silts and clayey silts' _ of low plasticity <br /> — r <br /> ! —+-- : , ' ; '- -------- -- - - Tr — MH:Inorganic silts and clayey silts of high <br /> .. _! _ —_.._ _ — - __ plasticityA <br /> 50 , CL-ML:Silty clays and clayey silts <br /> o —; ; _ OL:Organic silts and clays of low plasticity <br /> p- —. -- +. OH:Organic silts and clays of high plasticity <br /> 1_ _ _. <br /> X i I i 1 LL:Liquid limit <br /> W 40 ; <br /> 0 _ _ — - PL:Plastic limit <br /> Z — <br /> — PI:Plasticity index;PI LL PL <br /> U <br /> 1 1. .— _ ,... ! . . NP:Nonpla stic <br /> f_ ; i _ ! . (—I — + <br /> C/) 30 + ; v :Nonplastic <br /> 111 <br /> — �' n,>>Test value exceeds limit of graph <br /> — i — i FINES%:Percentage of specimen mass passing <br /> _.. . __... r — - {.. the No.200 sieve <br /> 20 <br /> I j NAT WC%Natural water content <br /> — �.. -- <2 um%:Percentage of soil particles <br /> 1 , finer than 2 micrometers(0.002 mm); <br /> — — f <br /> _. clay-size fraction <br /> 1 I ; ' i ASTM DES:ASTM International test standard • <br /> 10 designation <br /> ML or bL_. .-. ; MHarOF! <br /> o , <br /> 0 10 20 30 40 50 0 70 80 90 100 110 <br /> LIQUI LI (°/ <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-3,S-4 10.0 ML Silt 43 31 12 28.7 AKV JFL D4318 Everett,Washington <br /> •B-3,S-6 15.0 CH Fat Clay 68 28 40 28.8 99.9 30 AKV JFL D4318 <br /> ?I ♦B-3,S-12 30.0 CH Fat Clay 52 28 24 36.2 99.9 37 AKV JFL D4318 PLASTICITY CHART <br /> . •B-3,S-14 35.0 CL Lean Clay 46 25 21 32.2 99.3 36 AKV JFL D4318 BORING B-3 <br /> 0 B-3,S-17 42.5 CH Fat Clay 51 25 26 28.0 AKV JFL D4318 <br /> November 2014 21-1-21709-002 <br /> SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnlcal and Environmental Consultants Sheet 1 of 1 <br />