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SIEVE ANALYSIS HYDROMETER ANALYSIS $ <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS <br /> 0 <br /> O O O O O O CO cl• CO N CO O O O O O Cn <br /> co N :- M V �y, �p N O q O O 0 0 O O O O O D <br /> 2 <br /> 90 10 LEGEND I <br /> USCS:Unified Soil Classification System K <br /> z <br /> N:1\N. _ <br /> c <br /> COBBLE REM%:Percentage of cobbles removed co <br /> 80 20 from specimen;based on j <br /> pre-removal total dry mass N <br /> J <br /> 0 <br /> <2 pm%:Percentage of soil particles so <br /> 70 30 m finer than 2 micrometers -0 <br /> = m (0.002 mm);clay-size fraction <br /> C9 m NAT WC%:Natural water content <br /> El . <br /> 60 40 --I Cu:Coefficient of uniformity ' <br /> CCO Cc:Coefficient of curvature <br /> D <br /> W 50 50 'D ASTM DES:ASTM International test standard <br /> z m designation <br /> 70 <br /> I— 03 <br /> C) 40 60 <br /> CC m <br /> CC-- C------'---•-...,,,, <br /> 30 \,7, <br /> 70 <br /> 20 80 .:Sample specimen weight did not <br /> meet requiredminimum mass for <br /> /.2.-----) -� ASTM teststmethod. <br /> 10 90 <br /> 0 i i i i i i I I I 1 I i I I I I i i i i i 1 I I I 1 I i i i _100 <br /> N CO O O, M N O N CO V M N W d; M c- O CO O CO O O CO O O O O O <br /> N. O O O O O q <br /> GR IN E I MI LIMETERS <br /> COARSE FINE COARSE MEDIUM FINE <br /> FINES: SILT OR CLAY <br /> GRAVEL SAND <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-6,S-3* 7.5 ML Sandy Silt 10 29 60 6 21.0 AKV JFL D422 Everett,Washington <br /> B-6,S-5 12.5 ML Silt 2 98 24 31.2 AKV JFL D422 <br /> 1.1 ♦B-6,S-12 30.0 ML Silt 0 100 34 35.8 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> BORING B-6 <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 />