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SIEVE ANALYSIS HYDROMETER ANALYSIS c) <br /> CO <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS <br /> 0 <br /> 0 O O 0 0 O0,,SD O g Co Co O Co Co O O Co Co cn <br /> D <br /> CO N CO M V <br /> 1001 ( 1 1 I I I I I I I I I I I i i II III iI ( i r -� i i ( i 0 K <br /> D <br /> z <br /> 90 10 LEGEND 2- <br /> I <br /> USCS:Unified Soil Classification System 2 <br /> z <br /> c <br /> COBBLE REM%:Percentage of cobbles removed CO <br /> 80 20 from specimen;based on <br /> pre-removal total dry mass j <br /> O <br /> <2 pm%:Percentage of soil particles up <br /> 70 30 -D finer than 2 micrometers <br /> m (0.002 mm);clay-size fraction <br /> 2 70 <br /> O m NAT WC%:Natural water content <br /> W Z It <br /> 40 <br /> 60 —I Cu:Coefficient of uniformity <br /> } n <br /> CO <br /> O Cc:Coefficient of curvature <br /> IY > <br /> LLIZ 50 50 ASTM DES:ASTM International test standard <br /> m designation <br /> LT_ 70 <br /> I— CO\\L <br /> W 40 60 <br /> ww <br /> O <br /> \� m_ <br /> 30 70 -=-I <br /> 20 O 80 * Sample specimen weight did not <br /> meet required mass for <br /> ASTM testst method. <br /> 10 90 <br /> p i i I ( I ( ( , , , i i i ( ( , i ( ( i i i ( ( ( i ( ( ( i _100 <br /> Co 0 Co 0 Co Co CO O cr CO Co W O C M N— CO CD V CO Co N (D V CoCO <br /> (Cl V Co Co - ' O O O O O O O Co Co O Co Co <br /> O O O O O O <br /> G.^IN E I MI LIMETERS <br /> COARSE I FINE COARSE I MEDIUM FINE 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-1,S-6* 15.0 SM Silty Sand 10 67 23 13.0 AKV JFL D422 Everett, Washington <br /> •B-1,S-15 37.5 CL Lean Clay 0 100 45 33.6 AKV JFL D422 <br /> B-1,S-26 65.0 CH Fat Clay 0 100 33 38.6 AKV JFL D422 GRAIN SIZE DISTRIBUTION <br /> • BORING B-1 <br /> v <br /> November 2014 21-1-21709-002 <br /> T SHANNON&WILSON,INC. FIG. DRAFT <br /> Geotechnlcal and Environmental Consultants Sheet 1 of 1 <br />