Laserfiche WebLink
SIEVE ANALYSIS HYDROMETER ANALYSIS $ <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH.U.S.STANDARD GRAIN SIZE IN MILLIMETERS 0 <br /> O <br /> N W O y M N 0 <br /> N O O O O O O O co <br /> O O O O O O O O O D <br /> 100 r r 0 <br /> Z <br /> 90 _ _. - 10 = <br /> z <br /> C <br /> W <br /> 80 <br /> 20 N <br /> Ah <br /> N <br /> LEGEND <br /> 70 30 <br /> F MUSCS:Unified Soil ` <br /> _ n Classification System zwt <br /> m COBBLE REM%:Percentage of cobbles a <br /> 60 40 Z removed from specimen; <br /> m — _ 0 based on total ry mass removal <br /> D <br /> of W 50 50 x SG:Specific gravity of <br /> mZ soil solids<No.4 sieve <br /> LL A per ASTM D854 <br /> W 40 -< NAT WC%:Natural water content <br /> 60 <br /> Qm Cu:Coefficient of uniformity <br /> d = 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 /> 0 100 <br /> N O O O O O W (O V M N a0 (O V 1h N r O O O M N CD tD C M N <br /> GRAIN SIZE IN MILLIMETERS <br /> COARSE FINE COARSE MEDIUM FINE <br /> FINES: SILT OR CLAY <br /> GRAVEL SAND <br /> STM <br /> SAMPLE O. Deet) SYMBOL SOIL CLASSIFICATION GRAVEL SAND PINES REM% SG WC% Cu CC TEST REVIEW DES 14th St& 16th St-Marina District <br /> •B-2,S-3' 7.5 SP-SM Brown,slightly fine gravelly,slightly silty SAND;scattered 8 83 8.6 26.5 5.5 1.3 AKV JFL D422 Port of Everett <br /> shell fragments Everett,Washington <br /> ■B-2,S-6 15.0 SM Gray,silty,fine SAND;trace of shell fragments and wood 14.2 33.1 AKV JFL D1140 <br /> fragments <br /> A B-2,S-9 25.0 SM Gray,silty,fine to medium SAND;trace of shell fragments and 0 85 14.4 29.8 AKV JFL D422 <br /> wood fragments GRAIN SIZE DISTRIBUTION <br /> -1i BORING B-2 <br /> January 2014 21-1-21761-003 <br /> ca <br /> SHANNON&WILSON, INC. <br /> N Geotechnical and Environmental Coneidtants Sheet 1 of 1 <br />