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<br />0 <br /> <br />'~ <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR 7HR TIME READINGS US SIhVDARD SERIES CLEAR SQUARE OFENWGS <br /> . <br />I <br />B 'd 71B' JI4' 1'h" <br />T 6 b' <br />1 <br />i <br />I <br />I <br />.-_ <br />! I _. , ___ <br />_-0 <br />q0,_- _..~____.__. L. _._.~ <br />t ~ , <br />-._ <br />I I <br /> <br /> <br />eD~----- 1 <br />I I <br />~-- ----- - <br /> <br />r <br />-- ~ <br /> <br />-- <br />~ <br />-~-- t------ <br />II <br />I '2a <br />f ~ <br />t 1 <br />t <br />I <br />I ~ <br /> <br />+ <br />1---- ~ <br />-. <br />- <br />I <br />I <br /> <br /> <br /> <br />... <br />E <br />~ ; <br />_ <br />- ~ - ----= - -~-- - - - <br />r <br />I i ( I <br />I <br />F <br />- -- -- _- -- -I --- <br />I' ~ c~ <br />T - - - <br />_ <br />- <br />i 1 j a <br /> <br />- I _ <br />~ -- <br />---~--~t--- ---- <br />r <br />I <br />I ~ --j - ! <br />---- - -- _. <br />- ---- -- i W <br />- --I -- c <br /> <br />s <br />' <br />u I <br />w aD~- <br />a I f <br />~ 1 <br />f <br />1 <br />T----I---r--+I f <br />-~ ~ r--~ <br />I I ---' I I ~ I! <br />----- ~---~------ <br />1 I-, i i <br />i i <br /> <br /> <br />j <br />--~-~--~---- -- <br />i '_~~ <br />- -~-~-- <br />-I- - i I i ~ <br /> (- <br />f ~ -L_.- <br />- -r <br />~ <br />~ <br />~ - ; -~--, I <br /> <br />xa ~ - ~_ <br />i ~ i i <br />- -~ - ~ <br />~--- --- ~-~ --i i <br />I I <br />- f--~~ -Y-j-?- ~ <br />-;--T ~ i I! <br />h <br /> <br /> <br />1 j <br /> <br />I! <br />~ <br />I <br />~ r i_ (I <br /> <br />~ <br />~ <br />~_-~.~ <br />II ~ i I <br />.~--- h <br />j-. <br />~ <br />OL- rr <br />ilJ 11.1: ~ -_1-_ <br />l <br />111_L 1__ _1LL <br />111.1.1. 1i..1 . 1111.LL1_ -.~ _ I <br />L~LLll)i:Ll_:~'100 <br />.001 OOx .005 009 019 OJ7 .014 .149 .29] 590 119 xO x.JB q.16 95x 19.1 J61 ]6x 1x7 x00 <br /> 0.42 <br />DIAMETER OF PARTICLE IN MILLIMETERS 15x <br /> Y <br />1 <br />SI <br />NO <br />P <br />TIC <br />i SAND GRAVEL <br /> S <br />CLA <br />(Pl/SiIC) <br />LL ( <br />N~ <br />L <br />) <br />0 FINE MEDIUM COAIdE FINE COARSE COBBLES <br />Sample of F3, 7YF'ICAL SPDIL (GC) <br />From <br />GRAVEL SI % SAND II % <br />SILT&CLAV 38 % L19UID LIMB 37 % <br />PLASi1CITY INDEX I9 % <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />x5 <br />d5 <br />100 HR )) <br />MW. 15 <br />-'.--t <br />I FIR T <br />MW. 00 <br />_.__ <br />~ IME REA <br />MIN 19 DINGS <br />MW. dM <br />IN 1_M <br /> <br />~ <br />N_ 'x <br />00 __10 U. <br />0.__'S <br />j S. STAND <br />0_d0'7 <br />.I ARD SERI <br />0 '1 <br />~ ES CLEAR SQUARE OPENW <br />6_10 .8___d _ 7/B' 71d' 1A' <br />' i 1 _ f.__ <br />-j~.- <br />~-~ GS <br />_5'D~B• <br />( I 0 <br />90 <br /> <br /> <br />BD 1 <br /> <br /> <br />~ <br /> <br />~ <br /> <br /> <br />- <br />= <br />--- _ <br /> <br /> <br />.:: ' ~ <br /> <br /> <br /> <br />__ I <br /> <br />I I .. <br /> <br /> <br />~ <br />_ <br />~ .. <br />1 <br /> <br />~'-.- - <br /> <br />. <br />- t ~~,D <br /> <br />-, <br />x0 <br /> ~ <br />-': f <br /> I <br /> =1 <br />~ I - 1 <br /> _ ... <br />_ <br />~; <br /> <br /> 1 <br /> BO <br />x0 .. <br />' ... .. .. .. <br />. ._ <br />_. .' ' .. I I _.. <br />....... <br />.. .. .. .. .... <br />.I .. ... ... <br />. _ .._ <br />... _ <br />10 ._ _ _. _ <br />-L- <br />_. _ _ 90 <br />.001 .002 .005 .009 .019 OJ7 .O7d .1d9 .2D7 .590 1.19 2.0 x.JB d.70 D.Sx 19.1 70.1 76x 1x] x00 <br />o dx 1sx <br />DIAMETER OF PPRTICIE IN MIWMETERS <br /> P <br />T <br />N <br />SRC SANG GRAVEL <br /> ( <br />ON~ <br />CUY (PLiL5FIC170 SIL <br />U <br />I FWE MEDIUM COARSE FINE COPRSE COBBLES <br />$amplE70f NATIVE ALLWIAL SOIL (GC) GRAVEL 64 % SAND 22 % <br />• From P3 SILT&CLAY I4 % LI9UID LIMff 29 % <br />PlA5I1CRV INDEX 14 % <br />Gradation <br />JOB NO. 25,863 Test Results FIG. A-I <br />