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SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> co <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 a <br /> .4- N CO 0 0 0 0 0 O O 8 M N o O O O O 00 0 <br /> M N CO CO a ���yyy,,, O O O O O O O O q D <br /> 100 I i i , li , , 6 rk 0 > <br /> -�� z <br /> 90 10 LEGEND 2 <br /> = <br /> USCS:Unified Soil Classification System K <br /> z <br /> c <br /> COBBLE REM%:Percentage of cobbles removed c' <br /> 80 20 from specimen;based on <br /> pre-removal total dry mass 1:,J <br /> O <br /> <2 urn%:Percentage of soil particles <br /> 70 30 -0 finer than 2 micrometers -o <br /> I— m (0.002 mm);clay-size fraction <br /> 0 ` m NAT WC%:Natural water content <br /> LU 60Z 'a <br /> 40 <br /> —I Cu:Coefficient of uniformity <br /> 0000 00 Cc:Coefficient of curvature <br /> IY )0 > <br /> Z 50 / � 50 ASTM DES:ASTM International test standard <br /> m designation <br /> E- OD ODZ <br /> 0 40 60 <br /> w C <br /> \ m <br /> 0 <br /> <\ <br /> 30 \\ 70 —=i <br /> \7// <br /> 20 80 *:Sample specimen weight did not <br /> O meet required minimum mass for <br /> L ASTM test method. <br /> 10 90 <br /> 0 i i i i I I I IIIIIII I I II III r i I i i 100 <br /> N O O O 0 0 CO CO V CO N M O V M s- co O ,i- CON CO OD V M N <br /> O V CON . W. W. W. W. W. 0 0 O 0 ID 00 <br /> 6I,- 0 0 Q. 0 0 <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 <2Fm NAT TEST REVIEW ASTM <br /> SAMPLE NO. (feet) SYMBOL SOIL CLASSIFICATION % % % REM% % WC% Cu Cc BY BY DES Panaview Landslide <br /> •B-3,S-6 15.0 CH Fat Clay 0 100 30 28.8 AKV JFL D422 Everett,Washington <br /> •B-3,S-12* 30.0 CH Fat Clay 0 100 37 36.2 AKV JFL D422 <br /> m A B-3,S-14 35.0 CL Lean Clay 1 99 36 32.2 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> BORING B-3 <br /> v <br /> November 2014 21-1-21709-002 <br /> 1'1 <br /> —I SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnlcal and Environmental Consultants Sheet 1 of 1 <br />