Laserfiche WebLink
HYDROMETER ANALYSIS <br /> - <br /> SIEVE ANALYSIS IIM GRAIN SIZE IN MM I <br /> ro SIZE OF OPENING IN INCHES I� NUMBER OF MESH PER INCH,U.S.STANDARDM N <br /> O. i O (0 c}• co N O O O O O <br /> 7 CO NgO <br /> 2 N (0 d' M N :-:- .-M in CO Rt v.O t00 N 0 0 0 COf0D CO000 O N O O 0 0 SO O gg •0 <br /> O / _ 100r A` . :s, <br /> co 441:., <br /> 10 <br /> 1•r' \ 20 <br /> 0 l W '•'D 80 13 • `L7 <br /> ii 5 '1 m e — m <br /> 73 <br /> so <br /> 30 X <br /> x. � moo - - - - m <br /> t-, O _•I �•••� 8c/a 8 8 <br /> 71 60 <br /> • <br /> xi - z N\\\�'•. • <br /> a 50 °\ m m <br /> 1 (n60 <br /> o co <br /> xn mao \ o II ,< <br /> • n 0 70 <br /> ., <br /> --i 30 <br /> r 80 —I <br /> co n 20 <br /> o o <br /> x- <br /> m <br /> C, rt n 10 90 <br /> O <br /> tri 0 . 1 1 1 1 1 1 1 I LI I l.1 I I I 111 11 11 I I iLi , 100 <br /> 4" N CD 0 O 0 0 0 O 0 0 CO CO d M N r 0 (0. 'U (1 N <br /> �* g 0 <br /> nco MNoo MN • O CO O O O O• <br /> D GRAIN SIZE IN MILLIMETERS O 0 O 0(21 O 0 <br /> • <br /> c N i• Z FINE COARSE I MEDIUM J FINE FINES <br /> m rt N COBBLES COARSE GRAVEL SAND <br /> 4-) N <br /> w co <br /> m Moisture <br /> 1^. <br /> W cn 2 Boring or DEPTH USCS DESCRIPTION Content(%) LL PL <br /> H• rt D0 03 F. KEY Test Pit No. (ft.) <br /> V0 03 rt -C <br /> rt H• (I) <br /> ro <br /> 0 0 In <br /> ((0 0 B-1 5 SM Brown silty SAND with gravel 9.8 -- -- <br /> m - c,a', p---- B-2 2.5 SM Reddish brown silty SAND with gravel 19.5 -- -- <br /> H <br /> td rt <br /> o0 <br /> p• ~ •••• B-4 7.5 SM Gray brown silty SAND with gravel 9.9 -- -- <br />