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SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> w <br /> I <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS <br /> 0 <br /> N _ <br /> N CO O O O O O O CO �} M N CO CO 0 0 0 O Cl)0 <br /> M N ,- M .. 5� N O O O O O O O O O O O D <br /> 100 \ tr � i i 0 K <br /> z <br /> 1 <br /> 90 10 LEGEND 2 <br /> I <br /> USCS:Unified Soil Classification System g <br /> z <br /> c <br /> • COBBLE REM%:Percentage of cobbles removed c' <br /> 80 20 from specimen;based on 1,1 <br /> i! <br /> 0pre-removal total dry mass <br /> J <br /> 0 <br /> <2 pm%:Percentage of soil particles <br /> 70 /\411°118* <br /> 30 0 finer than 2 micrometers mI— m (0.002 mm);clay-size fraction c_ <br /> 0 N 0NAT WC%:Natural water content <br /> Elm <br /> 60 40 -I Cu:Coefficient of uniformity <br /> mp Cc:Coefficient of curvature <br /> [Y D <br /> 50 50 ASTM DES:ASTM International test standard <br /> W <br /> Z m designation <br /> I►' X <br /> I— W <br /> W40 60 <br /> 0 \w <br /> 0 m <br /> d \ = <br /> 30 o 70 —1 <br /> 20 80 * Sample specimen weight did not <br /> meet required minimum mass for <br /> O NI <br /> ASTM test method. <br /> 10 90 <br /> N 0 0 0 0 0 CO CO ct M Cl) CO CO. a; M ,- CO O O O O 0 0 O O O O <br /> I., Q. O O O Q. <br /> GR IN E I MI LIMETERS <br /> COARSE I 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-8,S-4* 10.0 SM Silty Sand 1 68 31 12.9 AKV JFL D422 Everett,Washington <br /> •B-8,S-7* 17.5 SM Silty Sand 9 65 26 9.0 AKV JFL D422 <br /> 71 ♦B-8,S-12* 30.0 SM Silty Sand 11 66 23 10.4 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> .. •B-8,S-14 35.0 ML Silt 3 97 1 25.1 AKV JFL D422 BORING B-8 <br /> O Q B-8,S-22 55.0 ML Silt 0 100 29 30.7 AKV JFL D422 <br /> November 2014 21-1-21709-002 <br /> ❑B-8,S-27* 67.5 SM Silty Sand 13 69 18 7.0 AKV JFL D422 <br /> -I SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnlcal and Environmental Consultants Sheet 1 of 1 <br />