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SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> I <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS <br /> o <br /> N ch a <br /> N COO_ O O O O O CDCON O Co O O O 0) <br /> N .- v M .. V N (0 N O O O O O O O O O O D <br /> D <br /> 90 \ 10 LEGEND co <br /> I <br /> USCS:Unified Soil Classification System 3 <br /> z <br /> it c <br /> COBBLE REM%:Percentage of cobbles removed u' <br /> 80 20 from specimen;based on <br /> pre-removal total dry mass 1 <br /> -o <br /> O <br /> 2 Iim%:Percentage of soil particles Co <br /> 70 30 -D finer than 2 micrometers12 <br /> 1— m (0.002 mm);clay-size fraction _ <br /> C7 I. m NAT WC%:Natural water content <br /> w <br /> 60 40 Cu:Coefficient of uniformity ' <br /> mO Cc:Coefficient of curvature <br /> > <br /> W 50 \\\A . 50 ASTM DES:ASTM International test standard <br /> Z m designation <br /> L_ <br /> W <br /> _< <br /> U 40 \i• 60 <br /> m <br /> w ......c.,,.. <br /> 0_ <br /> \ I <br /> 30 0 ',7' 70 -I <br /> 20 t <br /> 80 :Sample specimen weight did not <br /> A _______ . meet required minimum mass for <br /> • ASTM test method. <br /> 10 Oil <br /> 90 <br /> \ <br /> ly 100 <br /> N 0 0 0 O 0 Co 0 V M N s- c0 0 7 CO N O O O O M N <br /> OD CD V. CO N .- . 00OOO <br /> t• Q. O O O O <br /> GR N E MI LIMETERS <br /> COARSE FINE COARSE I MEDIUM FINE <br /> GRAVEL SAND FINES: SILT OR CLAY <br /> BORING AND DEPTH USCS GRAVEL SAND FINES COBBLE <2 um NAT TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % % % REM% % WC% Cu CC BY BY DES Panaview Landslide <br /> •B-7,S-3 7.5 SM Silty Sand 2 55 43 12.3 AKV JFL D422 Everett,Washington <br /> •B-7,S5* 12.5 SM Silty Sand 8 67 24 12.7 AKV JFL D422 <br /> m ♦B-7,S-12 30.0 ML Silt 0 100 4 24.8 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> .. •B-7,S-15 37.5 MH Elastic Silt 1 99 27 30.2 AKV JFL D422 BORING B-7 <br /> CI <br /> O B-7,S-23 57.5 SP Poorly Graded Sand 3 94 3.2 6.0 2.6 1.0 AKV JFL D422 <br /> November2014 21-1-21709-002 <br /> .I.I <br /> —I SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnical and Environmental Consultants Sheet 1 of 1 <br />