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SIEVE ANALYSIS HYDROMETER ANALYSIS g <br /> x <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS p <br /> N O M N t7 <br /> ry aD O O O V O N O O O O O O N <br /> N M <br /> D <br /> N y N O O O O O O O O O O O <br /> M "` <br /> _.— 0 3 <br /> -- I ----- — - -- — -- D <br /> w <br /> 90 _ - _ - - - - -- - 10 i <br /> Z <br /> C <br /> N <br /> 80 20 v <br /> N <br /> LEGEND <br /> 70 30 -D <br /> rrl USCS:Unified Soil <br /> _ n Classification System <br /> o <br /> IT!LU COBBLE REM%Percentage of cobbles a <br /> 60 ao removed from specimen; <br /> n based on pre-removal <br /> m O total dry mass <br /> D <br /> W 50 50 N SG:Specific gravity of <br /> Z Msoil solids<No.4 sieve <br /> LL per ASTM D854 <br /> Z -< NAT WC%:Natural water content <br /> LU ao 60 <br /> U <br /> m Cu:Coefficient of uniformity <br /> W <br /> IL = Cc:Coefficient of curvature <br /> 30 70 —I <br /> ASTM DES:ASTM International <br /> test standard designation <br /> 20 60 Sample specimen weight did not <br /> meet required minimum mass for <br /> ASTM test method. <br /> 10 so <br /> 0 100 <br /> GRAIN SIZE IN MILLIMETERS <br /> COARSE FINE COARSE MEDIUM FINE <br /> FINES: SILT OR CLAY <br /> GRAVEL SAND <br /> BORING AND SAMPLE NO. D(feetH SDVMSOL SOIL CLASSIFICATION GRAVEL SA%ND FINES tRSTM <br /> EMeL%E SG WC Cu CC TEST REVIEW DES 14th St& 16th St-Marina District <br /> •B-1 B,S-3 7.0 SP-SM Gray,slightly silty,fine to medium SAND;trace of shell 7.4 30.0 AKV JFL D1140 Port of Everett <br /> fragments and wood fragments <br /> N B-1 B,S-4 10.0 SM Gray,silty,fine SAND;trace of shell fragments and wood 34.2 36.7 AKV JFL D1 140 <br /> Everett,Washington <br /> fragments <br /> A B-1113,S-6 15.0 ML Gray,fine sandy SILT;trace of wood fragments 60.9 45.1 AKV JFL D1140 GRAIN SIZE DISTRIBUTION <br /> T ♦B-1 B,S-9' 25.0 SM Gray,silty,fine to medium SAND;trace of wood fragments 0 87 12.5 33.9 5.2 2.0 AKV JFL D422 BORING BAB <br /> January 2014 21-1-21761-003 <br /> co <br /> SHANNON&WILSON,INC. <br /> FIG.B- <br /> Geotechnical and Environmental Consultants Sheet 1 Of 1 <br />