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D <br /> D <br /> S <br /> 1 <br /> O <br /> D <br /> 7o LEGEND D <br /> - _ <br /> CL:Low plasticity inorganic z <br /> CL - H_-_ clays:sandy and silty <br /> - --- <br /> clays <br /> J <br /> 60 CH:High plasticity inorganic 6 <br /> clays <br /> ML:Inorganic silts and clayey <br /> - silts of low plasticity <br /> A <br /> MH:Inorganic silts and clayey <br /> 50 silts of high plasticity <br /> CL-ML:Silty clays and clayey silts <br /> OL:Organic silts and clays <br /> of low plasticity <br /> W 40 OH:Organic silts and clays <br /> p of high plasticity <br /> LL:Liquid limit <br /> U PL:Plastic limit <br /> --- --- _ <br /> Q30 PI:Plasticity index;PI=LL-PL <br /> a NP:Nonplastic <br /> - - v:Nonplastic <br /> FINES%•Percentage of specimen <br /> 20 mass passing the No.200 <br /> — — - ---- - ---- . .- - -...- -- sieve <br /> NAT WC%:Natural water content <br /> A,»:Test value exceeds <br /> limit of graph <br /> 10 <br /> - ASTM DES:ASTM International <br /> CL-M MLO rOL MH r OH ---— test standard designation <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 <br /> LIQUID LIMIT-LL(%) <br /> BORING AND DEPTH U.S.C.S: LL PL PI NAT FINES SPECIFIC TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % YG WC% G GRAVITY BY BY DES 14th St& 16th St-Marina District <br /> •B-1 B,S-7 17.5 MH Gray,slightly fine sandy,slightly clayey SILT:trace of organics 55 35 20 51.0 AKV JFL D4318 Port of Everett <br /> Everett,Washington <br /> PLASTICITY CHART <br /> -n BORING B-113 <br /> January 2014 21-1-21761-003 <br /> r ca SHANNON&WILSON,INC. FIG. B-5 <br /> Geotechnical and Environmental Consultants Sheet 1 Of 1 <br />