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co <br /> co <br /> • <br /> 0 <br /> x. <br /> 4 <br /> 70 , I 1 1 1 1 1 1 1 1 ! 1 K <br /> >77- . CL:Low plasticity inorganic clays;— — sandyandsiltyclays—— — CH:High plasticity inorganic clays60 __ — —_ ML:Inorganicsilts and clayey silts <br /> of low plasticity <br /> — M- H:Inorganicsiltsand clayeysiltsof highplasticity50 1 CL ML Sit y clays and cJaye s'its <br /> + 1. Y ,, l -._ 1—I -- — OL:Organicsiltsandclaysoflowplasticity <br /> I f.. —.i i . - - i _ ; — — OH:Organicsiltsandclaysofhighplasticity <br /> ___ _.._ t—,- -._W 40 LL:Liquidlimit <br /> _--, — - — — PL:Plasticlimit <br /> • PI:Plasticity index;PILL-PL <br /> U — — NP:Nonplastic <br /> 30 Nonplastic <br /> ,»:Testvalueexceedslimitofgraph <br /> — FINES%:1 rt0eecimenmas p ss g <br /> 20I I 1 NAT WC%:Natural water content <br /> s a in;...... ,. ,.__ — 2um%:Percentageofsoilpaicles <br /> eter ( 002 m ); <br /> — finer than 2 microm s 0. mclay-sizefraction <br /> 10 ASTM DES:ASTM International test standard <br /> CLML OL MH cr OH <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 um TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION WC% % % BY BY DES Panaview Landslide <br /> •B-7,S-12 30.0 ML Silt 32 31 1 24.8 99.8 4 AKV JFL D4318 'Everett,Washington <br /> •B-7,S-15 37.5 MH Elastic Silt 51 31 20 30.2 98.7 27 AKV JFL D4318 <br /> -^ PLASTICITY CHART <br /> 0 BORING B-7 <br /> CI <br /> November 2014 21-1-21709-002 <br /> 17 <br /> SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnical and Environmental Consultants Sheet 1 of 1 <br />