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<br /> <br />l J <br />• <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />15 HR ] HR EIME READINGS u $ STANDARD SERIES CLEAR SQUARE OPENINGS <br />dS MIN 15 MIN. ED MIN 19 MIN dMM iMIN '100 '100 'S0'd0'70 '16 '10'8 'd 718' 7/d' 1'h' S'0' 8' <br />100 0 <br />00 ... ....10 <br />00 .. - - . p <br /> <br />O o <br />N ~' .. ... _. _ _ _ ... _._ .. _d0 Z <br />' a <br /> <br /> i <br />u d0: _ _ . __ ._ _._ <br />' ~ _ _ ... _ pp <br />d <br />70 _ -~ ... ~ ..._ .... ._ ~ <br />.. -]D <br /> <br />i <br />,o, <br />- --- i <br />- <br />-90 <br />~. <br />~ i I I <br />~ <br />1 ~ 1 <br />~ i <br />.001 00'1 005 009 019 <br />OP <br />.O Id <br />Ad9 101 <br />t9 <br />SW t ]0178 d.10 9.57 tOt 701 707 +1] 700 <br /> 0 d1 151 <br /> DIAMETER Of PARTICLE IN MILOMET ERS <br /> C P <br />P <br />L <br />N <br />STIC SAND GRAVEL <br /> LAY ( <br />~ <br />LASTIC) TO SIL <br />INO <br />LA <br />I FINE MEDIUM COAIbE FINE COARSE COBBLES <br />SOmpl00f SAMPLE 4 - COAL WASTE <br />From NEW ELK RDA <br />GRAVEL 50 % <br />SILT & CLAY 16 % <br />PLASTICIiV INDEX <br />SAND 34 % <br />LI9UID LIMB _% <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />75 HR ] HR TIME READINGS U 5. STANDARD SERIES CLEAR SQUARE OPENINGS <br />dS MIN. IS MIN 00 MIN. I9 MIN. dMIN 1MIN '100 '100 'S0 'dD'70 '10 <br />_ '10'8 'd 718" 71d' 1'/~' 7' S'Q_B' <br />._. . <br />1W: i <br />I _ ~ .. I ; ._._ I _ _ _..- .___ ~ 0 <br />I <br />:: <br />_ _I <br />W .r I i TT ~. ` -10 <br />I j I <br />- L__._ <br />i I! i I ~ <br />-_ _ ~ I 1 I I I <br />_ _ _ <br />t ~; <br /> <br />i I i ~~ <br />~' <br />I <br />~ <br />W I 1 <br />1- I <br />I <br /> <br />T __ T <br /> <br /> <br />_-- __-__ <br />! I I .Y__ i <br /> <br /> <br />_ __ -._. __ _ -.- <br />I I i I I O <br /> <br /> <br />-__- 50 c <br />I I z <br />~ <br />~ ~ . ~., <br />6 ~I ~. .~ <br />~ I <br />~- <br />i ----.._-._.-------- <br />i - - - - --- -~ _ u <br />~ i <br />I <br />j ' <br />I I I ' ! ~ I <br />~ ~ <br /> <br />I ;~ I: <br /> <br /> <br /> <br />-. <br />..I <br />I <br />70~ ~__ i <br /> <br />~ <br />I <br />~ <br />-j I I <br />am-. ; ~ ~ i <br />I <br />~ <br />i-- ` <br />- --L <br />I <br />I~ <br />. <br />I <br />~ <br />I I <br />i I <br />1 <br />I <br />~~ ; <br /> <br />.i_ _ _____ _ <br />_ ___ _ _____ <br />~ <br />_ <br />10 <br />_ <br /> <br />r <br /> <br />____ __ __ __ <br />.. J. <br />. <br />~ <br /> <br />. _ .. <br />I. _ 90 <br /> <br />. <br />I j ~ <br />I <br /> <br />0_-. -_L1.1 L.-_:: __! :. <br /> <br /> <br />::,'! I . ~ <br /> <br />L <br />:.-. J ~_lJ.f_. ..1 L'..... ;; <br /> <br /> <br />L: .t 1 .::: ~. ._ I _ i. <br /> <br /> <br />.1 .. U tLl [__',00 <br />.001 .007 .005 .OD9 .019 .077 .0]d .td9 .797 .5Po 119 10178 d.76 951 19.1 701 70.7 171 100 <br /> 0 d7 +57 <br /> pAMETER OF PARTICLE M MILLIMETERS <br /> T <br />ON <br />P <br />ASTIC SAND GRAVEL <br /> (N <br />~ <br />CLAY (PLASTIC) i0 SIL <br />L <br />) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of <br />From <br />JOB NO. 22,905 <br />GRAVEL % SAND % <br />SILT Bc CLAY % U9UID LIMB _% <br />PLASTICfiV INDEX <br />Gradation <br />Test Results <br />