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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 <br /> M W p a M N <br /> M N M N M O O O f00 O N O O O O O O O O O O D <br /> 100 .__� _ _ 0 D_ <br /> i <br /> _ _ __ -- ---- Z <br /> �� _ ------ - w <br /> _ _ <br /> -- - — Z <br /> 90 - - -- - - - `� _ 10 0 <br /> x <br /> -- N <br /> 80 — 20 N <br /> LEGEND <br /> 70 30 M m USCS:Unified Soil <br /> _ � Classification System <br /> o <br /> M COBBLE REM%:Percentage of cobbles A <br /> 60 40 Z removed from specimen; <br /> Ca O based on pre-removal <br /> total dry mass <br /> W 5o 50 W SG:Specific gravity of <br /> Z m Soil solids<No.4 sieve <br /> LL X per ASTM D854 <br /> Z -< NAT WC%:Natural water content <br /> U 40 60 <br /> m Cu:Coefficient of uniformity <br /> dM Cc:Coefficient of curvature <br /> 30 70 —I <br /> ASTM DES:ASTM International <br /> test standard designation <br /> 20 80 Sample specimen weight did not <br /> meet required minimum mass for <br /> ASTM test method. <br /> 10 90 <br /> 0 IL100 <br /> N O O O O O W 1p V M N o <O V M N c0 <O V M N O O O M N <br /> n <br /> GRAIN SIZE IN MILLIMETERS <br /> COARSE FINE COARSE MEDIUM FINE <br /> FINES: SILT OR CLAY <br /> GRAVEL SAND <br /> BORING AND <br /> ENO. DEPTH <br /> uscs SYMBOL SOIL CLASSIFICATION GRA%VEL SAND FIN%ES COBREMBLE% SG WC Cu Cc TBYT REVIEW ASTM DES 14th St& 16th St-Marina District <br /> SAM•B-3C,S-4 12.5 SM Dark gray,silty SAND,trace of fine gravel;trace of wood 30.9 32.1 AKV JFL D1140 Port of Everett <br /> fragments and shell fragments Everett,Washington <br /> ■13-3C,S-5' 15.0 SM Dark gray,slightly fine gravelly,silty SAND;trace of shell 5 78 17.1 23A AKV JFL D422 <br /> fragments <br /> A B-3C,S-7 20.0 SM Gray.silty,fine <br /> ne SAND;scattered wood fragments,trace of 42.2 25.7 AKV JFL D1140 <br /> shell fragmentsGRAIN SIZE DISTRIBUTION <br /> ♦13-3C,S-8' 25.0 SM Gray,silty,fine to medium SAND,trace of fine gravel;trace of 1 71 28.2 28.7 AKV JFL D422 BORING B-3C <br /> 13-3C,S-10 35.0 SP-SM Gray,slightly silty,fine to medium SAND 0 93 6.4 21.0 3.4 1.2 AKV JFL D422 <br /> • January 2014 21-1-21761-003 <br /> W <br /> 0 SHANNON St WILSON,INC. <br /> FIG. B-3 <br /> (, <br /> Geotechnical and Environmental Consultants Sheet 1 Of 1 <br />