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SIEVE ANALYSIS HYDROMETER ANALYSIS c, <br /> (0 <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS -1 <br /> 0 <br /> Ci } <br /> co N r r COTr N COCO y 0 0 <br /> O O O O (0 a CO N CO CO O CO CO O co <br /> D <br /> y o 0 0 0 0 0 0 O o o Q <br /> 100 I I I■ r i 0 <br /> D <br /> 2 <br /> 90 10 LEGEND 2 <br /> = <br /> USCS:Unified Soil Classification System 2 <br /> z <br /> c <br /> COBBLE REM%:Percentage of cobbles removed cc) <br /> 80 20 from specimen;based on j <br /> pre-removal total dry mass <br /> 0 <br /> O <br /> <2 pm%:Percentage of soil particles <br /> 70 30 13 finer than 2 micrometers 7 <br /> 2 m (0.002 mm);clay-size fraction <br /> 0 0 NAT WC%:Natural water content <br /> rem <br /> z li . <br /> 60 40 —I Cu:Coefficient of uniformity a <br /> 03 p Cc:Coefficient of curvature <br /> W , D <br /> Z 50 50 ASTM DES:ASTM International test standard <br /> m designation <br /> I— <br /> ` CO <br /> w 40 60 ,- <br /> /<\ 1' \\I <br /> w <br /> rt <br /> m <br /> a = <br /> 30 70 —I <br /> 20 O 80 * Sample specimen weight did not <br /> meet required minimum mass for <br /> ASTM test method. <br /> 10 90 <br /> 0 i t I i i i I 11 1 1 1 i I I I 11 I i I I I 1 I i J i i _100 <br /> CO 0 0 0 O O CO CO cr CO CO CO V1 7 CO r N (0 7 CO CO M f0 a CO CO <br /> COco V' CO CO O O O O O 0 0 O O O O O <br /> O O O O O O <br /> G IN E I MI LIMETERS <br /> COARSE FINE COARSE I MEDIUM FINE FINES: SILT OR CLAY <br /> GRAVEL SAND <br /> BORING AND DEPTH USCS GRAVEL SAND FINES COBBLE <2 NAT TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % % REM% %m WC% Cu Cc BY BY DES Panaview Landslide <br /> •B-2,S-4* 10.0 SM Silty Sand 10 63 27 15.8 AKV JFL D422 Everett,Washington <br /> •B-2,S-6 15.0 ML Silt 0 100 26 34.2 AKV JFL D422 <br /> 71 A B-2,S-21 52.5 CL Lean Clay 0 100 35 37.3 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> BORING B-2 <br /> v <br /> November 2014 21-1-21709-002 <br /> —I SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnlcal and Environmental Consultants Sheet 1 of 1 <br />