Laserfiche WebLink
f.. • <br /> 1 <br /> ` I • <br /> U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER • <br /> _ 0 6 4 3 2 1.5 1 4 1123/8 3 6 810 1416 20 30 40 50 60 100140200 <br /> • <br /> f I f 100 I I I . l i I I' '1.�I I I • <br /> ti 1- <br /> F <br /> 95 • 0 • <br /> m <br /> t..-; w 90 .. <br /> \ • <br /> cr <br /> m 85 H <br /> 0 • <br /> ale 80 • <br /> NNXN\ <br /> 0, <br /> j 75 • <br /> } <br /> a <br /> a 70 <br /> m • <br /> 0 <br /> 0 <br /> t.N • <br /> 00 F. 65 • <br /> ti 060 • • <br /> m <br /> Z <br /> v •Fi 5 5 <br /> wm • <br /> F Q <br /> Q z 50 - <br /> i. S. LL • <br /> • <br /> o Z45 <br /> o rx <br /> w • <br /> E a cr 40 <br /> mw <br /> O <br /> o a 35 • <br /> -- 30 <br /> I i \\II\H' <br /> • <br /> to <br /> • <br /> • w <br /> z 25 . <br /> a <br /> z 20 • <br /> t T U <br /> I-o 15 <br /> o <br /> 0 <br /> ►- 10 <br /> ,- a • <br /> a <br /> F 5 <br /> Z • <br /> c. : W <br /> 0 • <br /> 0 100 10 1 0.1 0.01 0.001 <br /> • <br /> , n GRAIN SIZE IN MILLIMETERS <br /> COBBLES GRAVEL SAND SILT OR CLAY II <br /> w coarse fine coarse medium fine <br /> Specimen Identification Classification LL PL PI Cc Cu • <br /> F 2 •s B-6-09 2.5 ft. Silty SAND with Organics and Gravel <br /> o I B-6-09 22.6 ft. Sandy SILT • <br /> o A B-6-09 32.5 ft. Silty SAND with thin layer of peat • <br /> cca W * B-7-09 2.5 ft. Silty SAND with Gravel 1.02 22.40 • <br /> ® B-7-09 17.5 ft. Silty SAND <br /> ca <br /> W Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • <br /> • B-6-09 2.5 ft. 19.05 2.171 0.292 28.2 58.7 13.1 • <br /> m B-6-09 22.6 ft. 4.75 0.092 0,0 49.8 50.2 <br /> • <br /> K A B-6-09 32.5 ft. 4.75 0.114 0.0 69.2 30.8 <br /> • <br /> * B-7-09 2.5 ft. 19.05 1.364 0.291 17.2 70.7 12.1 • <br /> o O B-7-09 17.5 ft. 19.05 0.352 0.096 14.3 60.5 25.2 <br /> GRAIN SIZE DISTRIBUTION • <br /> N Project: Eclipse Development, Phase IV, 36`" St. Pipeline • <br /> Z Project Location: City of Everett,Washington • <br /> Project Number: 33758986 Figure B-8 • <br /> 7 UR . <br /> rn <br /> • <br />