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C~7 <br /> <br />• <br />• <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />75 HR 7 HR 71ME READINGS U 5 STANDARD SERIES CLEAR SQUARE OPENINGS <br />dp MIN. IS MIN . 00 MIN 1D MW. dMIN. 1MIN '700 't00 'S0'd0'70 'tp '10'8 .d J/B' ]Id' 1'/r' 7' p'p' B' <br /> <br />_ <br />100._ _.. <br />I <br />. <br />._.. _.. __ - .._. .. f <br />1 <br />I ._... _.. .... '._.._.... ~ <br /> <br />' ~ .0 <br />I L <br /> <br />I ~ <br />, <br />~ <br />I <br />[ <br />j <br />BO -_. -L.__ <br />_._~ _-' F_.._.. ' <br />I <br />. _ ___ <br />~ <br />I <br /> <br />+ <br />_ . ~ - _ <br />,.. <br />I , <br />_ __._ __ __ , _. ~~ <br />70 <br /> <br /> <br />_ <br />( I <br />i I 1 1 <br />~ <br />70 I ; i ; ; <br /> I <br />I <br /> <br />: <br />„ I ~. (._-__I <br />.---- <br />~ j I <br />~ I ~ <br /> <br /> <br />W <br />I <br />I ' <br />a <br /> <br />r <br />r ._ <br />z ~_- - I <br /> <br /> <br />_. __ __ ....__...... _.. _. <br />~._.__._ <br /> <br />__._ __._ ___.__ <br />~ I <br /> <br />_ <br />_ T _ ..__ _ _ - _ <br />I I ~ <br /> <br />I c <br />.._ <br />_-~ _- _ <br />_ <br />_._ <br />j <br />Z <br />u d0'--'_. -._ _ __t __._ ' _ ~ <br /> <br />i <br />~ t I <br />I I ~ 1 <br />-_ __ ~ -- <br /> <br />i <br />~ _ <br />- _ _._. _._ _ <br />1 ~ ._ __.__ _~_-._._p0 <br />~ I <br />1 <br /> <br />JD .. <br />I <br />_i , <br />-1 <br />I 1 <br />~ <br />.. ~ <br />I <br /> <br />'70 <br />' <br />~ <br />70 ~ 1 <br />.. <br />.. 1 <br />~ ~ <br />~ <br />.BO <br /> <br />~ <br />I .. <br />I ~ <br />1 <br />~ 1 <br />' . I <br />4 <br />1 <br />___ <br />10 .. _~. '- <br />- <br />~ .~ .. <br />I ~ ~ _ __ <br />~ _ p0 <br /> <br />` <br />~ I ~ ( I <br />l <br />D~- <br />-~ - <br />='-`L ~'=-IL- ~~I-t-'- `L_---`---_; -:~t.L a~- -~! ._:_:. :1.~__ tL1..-,00 <br />_~_~_L~t <br />oo+ ooz oos o0o a+v OJ7 .074 .1d9 291 .p9p + tR 70 7.7B d ]p 9 57 1G.1 ]p 1 7p 7 177 700 <br /> 0 d7 157 <br /> DIAMETER Of PARTICLE W MILLIMETERS <br /> I <br />I SAND GRAVEL <br /> IC) TO SILT INON~PIAS <br />CIAV (PLlS <br />ICI fME MEDIUM COARSE FlNE COARSE COBBLES <br />SampIEJOf COAL REFUSE, CLAYEY, BLACK <br />From TH-201 AT 29 FEET <br />GRAVEL 3 % <br />SILT&CLAY 60 % <br />PLASTICITY INDEX <br /> <br />HYDROMETER ANAlV515 SIEVE ANALYSIS <br />7p HR 7 HR LIME REA DINGS U.S. STANDARD SERIES CLEAR SQUARE OPENIN GS <br />dp MW_15MW. pO MIN. IC <br />.-_.__I. _.._' <br />100. _ MM.dMW. tMIN. '700 '100 ',50'd0'JO __16_10'8 -_4___]/9' 7l4' 1%0' <br />.__._ i -f -- I__.__: ___i <br />', I _ <br />I T S'Q_B' <br />? .0 <br />I~- <br />1 <br />I I <br />I <br />I I ~ ~ I <br />1 <br /> ~ I <br />I ~ ! <br /> <br />BO - <br />I ~.fi <br />7D-i 1~ ~ ~ '. I I f '. ~ <br />j <br />' -~_ __..~- ___-_ _._..L_.L--- <br />, <br />r-.;_. I I ?- I i; 4 ._..~ ~.' ~.. <br />~~ --i_i-1_- ._~. - !- f I I <br />'70 <br /> <br />~ I ~ <br />i 1 170 <br />~ <br />I ' I I . f 1 1 ; ''' <br />~ I _~. <br />50 ~ ~T ..._ i _ -~ _ <br />~-_ <br />- -__ <br />- - <br />-- <br />-- - <br />~ <br />-- a <br />50 <br />i <br />i <br />W . <br />~- <br />~t <br />; <br />- ~ W <br /> _ <br />~. I <br />_ ... '. i I ~ _--~ .. __.I ..... <br />____ <br />" I ~ 70 <br />30 <br />... _ <br />. <br />~ ._ I I __ <br /> <br />zD <br /> <br />10 r-- _- <br />--~ <br />-- <br />1 <br />_ <br /> <br />_._ I I ~_.. <br />~ ~..- . -~ .: ~- I :::-:=.~ <br />_ ~~ ~.~- L <br />_ -.. 1 . <br /> <br />~. 1Po <br />0~ ~ -.. IL~ ~ - <br />~11~1 ~-~ <br />i ~ • • I ~ ,11_I--_L:~LY1 LLLJ=J,00 <br />oa ooz .oos .ooo o+v 077 .O7d .14G .797 .590 1.1D 7.07.39 Alp R.57 10.1 7p.1 70.2 177 700 <br />o az +sz <br />DIAMETER OF PARTICLE IN MILOMETERS <br /> S4ND GRAVEL <br /> CLAY (PLASTIC) i0 SILT INON~PIASRC) FINE MEDUM COARSE FWE COARSE COBBLES <br />SampieOf COAL REFUSE, BLACK <br />From TH-204, BULK FROM 0 TO 9 FEET <br />JOB NO. 227478 <br />GRAVEL 21 % <br />SILT&CLAY 24 % <br />PLASTICTY INDEX _ <br />SAND 37 % <br />119UID UMIT _% <br />SAND 45 % <br />U9UID IIMR _% <br />Gradation <br />Test Results FIG. B-7 <br />