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. ~ <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR 7 HR P ME REA gNGS U.S . STPND ARp SERIES CLEAR SQUARE OPENINGS <br />d5 <br />100 MN. 15 MN. 60 <br />-._- MIN. I9 <br />- MN. dMIN 1MW. '200 •100 'S <br />--_-_ ~_-- 0 'd0'J <br />~ O '16 '1 ' <br />~ ~ B 'd <br />_ J <br />_- IB' J/d' 115' 5'6' <br />-_-_7 _ -_-. -I- <br />4 B' <br />0 <br />~ - -- _ - _ _- ~ - <br />. f0 <br /> <br />w <br />--:. <br />- <br />- <br />- A .ON_ ROM - --- ' <br />~,-- I <br />1 <br />--T-~ ' <br />- --}---- -- - --t" - ~ <br />20 <br /> <br />70 <br />-~ - <br />-- ~ ~- O~J-SI P -ANT ~ <br />--- - ~ ~ --- -- ---- ~ <br />~ _ <br />- --=-L <br />= <br />- ---- - - <br />---~- <br />Jo <br />~ <br />o <br />~ <br />~ ----- ~ <br />~- ~ <br />- -- ~ <br />I <br />~- - - -~i-- j <br />- ~ I o <br />ao <br />a ~ a <br />~ ~ <br /> <br /> <br />w <br />-- RADA <br />-- <br /> <br /> <br />DESI IO .FROM <br />--~- - <br />-- <br /> <br />POR~f <br />---- <br />-- <br /> <br /> <br />~ <br />-- <br /> <br /> <br />~ ~ <br /> <br /> <br />- <br />--~ <br /> <br /> <br />- - <br />4 ~ _ t ~ _1 _ I ~ <br />TY <br /> <br /> <br />1 i ~ r <br /> <br /> <br />W <br />k do - ---'-- - ---- - -- I 1 <br />~ ---- -1 <br />I , ._ <br /> <br />~ <br /> <br />-_ <br />- <br />~- ~ ~- I I~ <br />- 1--- ~ <br />~ <br />oa ~' <br /> J I I I I I I <br /> <br /> - r- ~ BD <br />10 <br /> <br />0 .. .. ~ <br /> <br />_ll__L- <br />7I <br /> <br />.l <br /> <br />1L ~ <br /> <br />-1 ~ ~~ <br /> <br />,.L1^--. -1 ~ <br /> <br />J-_ <br /> <br />~J1 ~ ~ 1 ~ ~ <br /> <br />-___ _-1- .I1.L 1LJ_- <br />~L J <br />1 <br />_. °° <br /> <br />100 <br />.0 01 0 02 .0 0.5 0 09 .019 0 37 .0 ]d .1 49 .2 97 59 0 1.19 2.02 .JB d. 76 9. 52 1D1 J61 762 127 20 0 <br /> <br />pAM <br />EiER Of 0.42 <br />PARIICIE <br />IN MILUMfTERS 1 52 <br /> ST <br />SRC <br />i <br />a SAND GRAVEL <br /> CLAY (PLg <br />ICI i0 Stt <br />(NON <br />UI <br />J FWE MEDIUM COPf]SE FINE COARSE COBBLES <br />Sample of COAL MINE WASTE GRAVEL SI % SAND 2S % <br />From 7WENTYMILE MINE SILT&CLAY 24 % U9UID LIMR _Yo <br />PLASTICRY INDEX °h <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR 1 HR BME READINGS U.S. STANDARD SERIES CLFM SQUARE OPENNGS <br />db MW 15 MW 60 MIN_19 MW. dMIN. 20p 0 3 J/8 3 ]' S' B' <br />100. - i I~~O <br />~ -- - - -- --- - ~ -~ ~ ',D <br />Bo - - - - - I } ;~~zo <br />t <br />7D -- - - I -- ~ ~ I-~3° <br />~ ~ O <br />60 -r -t-r - a0 Z <br />I ~ a <br />~ ---{ ~ ~ r <br />~ W <br />~' ~ _ i L1-116D k <br />Jo -~-~----~ --- ~ - - ~ -- -~-1-~ 7D <br />I I ~1 , <br />20 _ -_..- _ _._ ~}-~80 <br />i <br />f0 - _ _--_.. -_ -_._~_:_-J1tW <br />0 _L- -111 .L.-_ ~ LL tl-I100 <br />001 .002 .005 l%19 019 .OJ7 .O7d .149 291 .590 1.19 202.30 4.76 9.52 19.1 J6.1 76.2 127 200 <br />0 42 152 <br />pAMETER OF PARRQE IN MILUMEIERS <br />CD1Y (PVSTIC) f0 SLLi (NONYLlS71C) SAND GRAVEL <br />FWE MEDIUM COARSE FWE COARSE COBBLES <br />Sample of <br />JOB NO. 22,253 <br />1_M IN.__ __'10 0_ 5 0_-4 0.._-.-1 6_10' 8--___4 ---_- ~_ _Id 1K <br /> ~ ~+ I <br /> <br /> ~ ~ ' ~ <br /> --- - - - - -- -- - - - <br />- - -- - - -7 - <br /> I <br /> <br /> <br />- <br />-- - <br />-- i <br />-~ 3 <br />-= - T <br />- -_ <br />-- - <br />- <br />--- ~ --- <br />- --- - - - ~- ~ -- i <br /> <br />~ <br />_. . <br />-- ~- <br /> <br />- <br />--- <br />----~~ <br />--- I t <br />---' ~ <br />~-----~ l <br />-f . <br />~ <br />.. <br /> <br />.. L 1 <br />- ~---; <br />- <br />-.. --- ---- ~- --- <br />~- ~---- - <br /> { <br />I <br />I <br /> - - - - - -1 - <br />~ -- I'- - - <br />1.. .11 iS._ -L-_ .1 ~ i_ ~.-I LJ _ -_-_ 1_L It I <br />_ IL._L-1 - <br />- <br />L.iJ <br />GRAVEL % SAND % <br />S0.T&CLAV% L19UID LIMB _% <br />PLASfICRY INDEX % <br />Gradation <br />Test Results FIG. 1 <br />