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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 D7 p V M N 0 <br /> Q N a\ O O N ? M N O O O O O O Co <br /> N ' Sac7 a N V N O O O O O O O O O O O D <br /> 100 0 <br /> - — Z <br /> 90 10 0 <br /> z <br /> c <br /> 80 20 N <br /> N <br /> LEGEND <br /> 70 30 <br /> F m USCS:Unified Soil <br /> _ Classification System <br /> � o <br /> m COBBLE REM%:Percentage of cobbles a <br /> 60 40 -4 removed from specimen; <br /> based on pre-removal <br /> >- <br /> m D total dry mass <br /> W 50 50 x SG:Specific gravity of <br /> Z IT1 soil solids<No.4 sieve <br /> LL X per ASTM D854 <br /> ca <br /> Z NAT WC%:Natural water content <br /> W 40 60 <br /> U <br /> rr1 Cu:Coefficient of uniformity <br /> W <br /> = Cc:Coefficient of curvature <br /> 30 70 <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 /> 0 100 <br /> GRAIN SIZE IN MILLIMETERS <br /> COARSE FINE COARSE MEDIUM FINE <br /> FINES: SILT OR CLAY <br /> GRAVEL SAND <br /> BORING AND SAMPLE NO. Deet)EPTH SYMBOL SOIL CLASSIFICATION USCS GRA%VEL SAND FINES COBBLE SG NAT <br /> Cu CC TEST RBEW ASTM <br /> DES 14th St& 16th St-Marina District <br /> •B-4,S-6' 15.0 SM Gray,silty,fine to medium SAND,trace of fine gravel; 3 76 21.6 29.8 AKV JFL D422 Port of Everett <br /> scattered shell fragments Everett,Washington <br /> ■B-4,S-8 20.0 SM Gray,silty,fine SAND;scattered wood fragments,trace of 42.4 30.5 AKV JFL D1140 <br /> shell fragments <br /> ♦B-4,S-9 25.0 SM Gray,silty,fine to medium SAND;trace of shell fragments and 0 72 28.2 27,5 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> organics y <br /> —n ♦B-4,S-10 30.0 SP-SM Gray,sl shell)frag,fine to medium SAND,trace of fine gravel: 1 88 11.3 21.2 3.9 1.5 AKV JFL D422 BORING B-4 <br /> traceJanuary 2014 21-1-21761-003 <br /> 4W SHANNON&WILSON,INC. FIG. B-4 <br /> 1 Geotechnical and Environmental Consultants Sheet 1 of 1 <br />