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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 /> N a <br /> a N O O O O OO O CO v' M N Co Co O O O o N <br /> 09 N e- e- M ,— Cc, el O O O O O O O O O O R D <br /> Z <br /> 90 - 10 LEGEND 2 <br /> USCS:Unified Soil Classification System 2 <br /> z <br /> c <br /> COBBLE REM°A:Percentage of cobbles removed fn <br /> 80 20 from specimen;based on ry <br /> pre-removal total dry mass n) <br /> J <br /> O <br /> <2 pm%:Percentage of soil particles cD <br /> 70 30 m finer than 2 micrometers <br /> I— m (0.002 mm);clay-size fraction <br /> I ;0 <br /> oA4‘ m NAT WC°/w Natural water content <br /> El <br /> 60 40 -I Cu:Coefficient of uniformity ' <br /> >- O <br /> CO 0 Cc:Coefficient of curvature <br /> D <br /> W 50 50 ASTM DES:ASTM International test standard <br /> Z m designation <br /> LI �7 <br /> 1z W <br /> 0 40 60 <br /> IllCC <br /> C' , <br /> m <br /> CL 0 <br /> 30 70 � <br /> 20 80 *:Sample specimen weight did not <br /> O meet required minimum mass for <br /> ASTM test method. <br /> 10 90 <br /> Q , , I I I I I , i , , , I I i i i i , i , i i i i i I , I I i 100 <br /> N O O O O O Co co el M N W (O .1: M e- CO CO el. Cc, N 8 O V 0) N <br /> ,,, Co V th N e- . O O O O O O O O O O O 00 <br /> I,- O O O O O <br /> G IN E I MI LIMETERS <br /> COARSE FINE COARSE MEDIUM FINE <br /> GRAVEL SAND FINES: SILT OR CLAY <br /> BORING AND DEPTH USCS GRAVEL SAND FINES COBBLE <2 pm NAT TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % % REM% % WC% Cu CC BY BY DES Panaview Landslide <br /> •B-5,S-3* 7.5 ML Silt 0 100 25 33.3 AKV JFL D422 Everett,Washington <br /> •B-5,S-7 17.5 ML Silt 0 100 23 39.8 AKV JFL D422 <br /> m ♦B-5,S-8 20.0 CL Lean Clay 1 99 38 42.0 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> BORING B-5 <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 />