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<br />~~ <br />• <br /> <br /> <br /> HVDROMEiER ANALYSIS SIEVE ANALYSIS <br />25 HR ] HR TIME READNGS U 5. StANDARD SERIES CLEAR SQUARE OPENINGS <br />dS MM 1 <br />' 5 MIN 00 MIN 19 MIN dMM 1MIN '200 '100 'S0 'd0']0 '16 '10'8 .d J/B' ]l1' 1'S' S'O' 8" <br />100 0 <br />90 .. _ .10 <br />B0.__ .. <br />j . l .' ..: _.... 20 <br />70 - _ i.... ._ __.....__.____.._ _ ._. ... ;. .. ._; .. <br /> <br />~ <br />_ .JO <br />O ( ~ ~ o <br />z ~ ___ .. _ ._ .. . . _ .._ .. _ __. 40 Z <br />~ a <br />50' .. ... . _ _ ;0 c <br /> . z <br />e0'_ _ _ . _ _ __ _, _ __ . . _ __ . _. _. _ .. _Op <br />i <br />JO___ .__ . :._ ._.___.___ .. ..._.s .__ _ _ _70 <br />70 . _.. _ _ _ .. ._.__ _ _ _. _ _ ...:.___ __..: .... : _ _ __ __.. __ __BO <br />t0 _._. __ ._ _ . _ . .___. _ . . _.._. . ... ~ . <br /> f <br />: <br />~ <br />! <br />0___ _. .- .._...1 _ .. l".J :. ...: LCI.: ~ . .. _ !.1 _LL. <br />lL _.100 <br />.001 002 005 009 019 OJJ OIa fd9 x9] SW 1.W 202]8 d10 952 191 Jbf J62 q] x00 <br /> 0 42 15x <br /> DIAMETER OF PAR-CLE IN MIILIMEiERS <br /> Y P <br />PI/SFIC <br />A$ilC <br />IO 51 <br />i <br />NON SAND GRAVEL <br /> I <br />( <br />( <br />~ <br />CLA <br />L <br />l <br />L FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of COAL WASTE GRAVEL 7B % SAND 20 % <br />From NEW ELK RDA SILT&CLAY 2 %, LI9UID LIMB=% <br />PLASTICITY INDEX <br />% <br /> <br /> HVDROMEiER ANALYSIS SIEVE ANALYSIS <br />7 <br />i TIME READINGS U 5 StANDARD SERIES CLEAR SQUARE OPENINGS <br />H. 15 MW <br />dS M 60 MIN. 19 MIN dMIN tMIN. '200 '100 'S0 'd0'JO 'tb <br />- 't0'B 'd J/B' 1e' 1'/r' T 5'0' B' <br />100 . <br />i ~ <br />1 ~ 1 - 0 <br />• <br /> I <br />I <br /> <br /> <br /> <br />_ i _ <br />~ <br />I I <br />_ 1 <br />I <br />` <br />~ <br />I <br />I <br /> <br />Z ~~ ____y ~ <br />1..-~1__ I <br />._~ _ ~ I _ _ __ I <br />______~_ ~I '. I~ o <br />__-i-t_~ dQ Z <br />50__~ __~.___._-____. _ <br />_ - _.._._i _ _ -_1- - <br />_._ _ _. __ __ _ - _. _.__ 50 ~ <br />..- <br />w I ' <br />I I ~ 1 ~ I i <br />r: 4 <br />I I <br /> <br />____ <br />' <br />-. __~_ <br /> <br />_.~ L <br />n ~ ~ <br />I I 1 i 1 ' <br />I <br /> 1 <br />i <br />f <br />~ <br />~ <br />! <br />! <br /> i, <br />= I <br />I I <br /> - <br />' <br />~ I i I 1 ~ --r <br />1 I f ~J <br /> _._ . -. _ _ <br />I <br />Q _ _ ~ ___' I <br />3 L31i li __ .. 1 _ !. _ t <br />!~_1 ._.. ~ i <br />_._J .IJ1.: Iltt .._ ' ' y <br />! L. J 111 i' ~ <br />.L :1-:1..::1 L_.:_10p <br />.001 .002 .005 .009 019 071 .0]d .fd9 291 .590 1.19 202.]8 4.70 9.52 191 Jbf 702 12] 200 <br /> 0.42 152 <br /> DIAMETER OF PARRCLE IN MIILIMEiERS <br /> i <br />-0LASiIC SAND GRAVEL <br /> ICI i0 SILi INON <br />) <br />CIAV (PlAS FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of <br />From <br />JOB NO. 22,905 <br />GRAVEL % SAND % <br />SILT&CLAY% L19UID LIMIT _% <br />PLASTICf(Y INDEX % <br />Gradation <br />Test Results <br />