Laserfiche WebLink
I_1 <br /> • ` U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER <br /> •f 6 4 3 2 1.5 1 1/23/8 3 6 8�0 1416 20 30 40 50 60 100140200 <br /> 100 I I I V• '. I : 1 I `1-( -L�-, 1 I I <br /> o 95 \ <br /> • m <br /> r; 6 \\ <br /> x \ <br /> i i D <br /> • m 85 t\ _ <br /> ' Q 80 <br /> • 0 <br /> 0 <br /> D 75 <br /> rd <br /> 0 70 <br /> 0 <br /> 2 <br /> N <br /> 2 65 <br /> f 0, I <br /> m <br /> 11 ,,nn <br /> r <br /> t M V <br /> 60 <br /> w <br /> = <br /> • 3 <br /> � } 55 <br /> w m <br /> a w 50 <br /> Z <br /> • < it <br /> H 45 <br /> o z <br /> 0 IX 0 <br /> ° w <br /> a 40 <br /> o w . <br /> N 1. <br /> 0 35 ' <br /> \\-li <br /> 0 30 <br /> F <br /> F <br /> \\\H <br /> xw <br /> L . 0 15 <br /> • <br /> 0 10 <br /> a. <br /> a. <br /> 5 r . <br /> H T. <br /> *. ; Z • <br /> l m 0 <br /> •5 <br /> 0 100 10 1 0.1 0.01 0.001 <br /> w GRAIN SIZE IN MILLIMETERS <br /> o <br /> • i D COBBLES GRAVEL SAND <br /> w coarse fine coarse medium fine SILT OR CLAY <br /> d Specimen Identification Classification LL PL P! Cc Cu <br /> Z • B-1-09 2.5 ft. Silty SAND with Gravel <br /> o m B-1-09 10.0 ft. Silty SAND <br /> w <br /> l Y 8 A B-2-09 2.5 ft- Silty SAND with Gravel <br /> • W * B-2-09 17.5 ft. Silty SAND <br /> I6 , I 0 B-2-09 27.5 ft. Well Graded SAND 1.40 6.42 <br /> liF W Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay <br /> • B-1-09 2.5 ft. 19.05 1.081 0.191 19.1 63.1 17.8 <br /> M I B-1-09 10.0 ft. 19.05 0.305 10.3 59.1 30.5 <br /> it <br /> y E A B-2-09 2.5 ft. 19.05 1.49 0.252 18.3 67.4 14.3 <br /> II <br /> W * B-2-09 17.5 ft. 4.75 0.092 0.0 51.4 48.6 <br /> ` 0 0 B-2-09 27.5 ft. 19.05 1.057 0.493 0.165 5.2 90.2 4.6 <br /> b- GRAIN SIZE DISTRIBUTION <br /> •. , N Project: Eclipse Development, Phase IV,361h St. Pipeline <br /> M E Project Location: City of Everett, Washington <br /> • 0 Project Number: 33758986 1LS <br /> '''' Figure B-5 <br /> 0_ <br /> i <br />