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<br /> <br /> <br />u <br />f~ <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> 25 HR I HR LIME READINGS U 5 BIANDARD SERIES CLEAR $OUARE OPENINGS <br /> dS MW 15 MM eO MIN 19 MIN dMIN 1MW '200 '100 'S0'e0'JO '16 '10'B .d J/B' 71d' 1'h- ]' S'e' B' <br /> f00 0 <br /> W t0 <br /> BO 20 <br /> 7D Jo <br />~ o <br />3 e0 d0 i <br /> d <br />a <br /> 50 A <br />z Z <br />u c <br /> d0 60 <br /> JO 70 <br /> 7p BO <br /> t0 90 <br /> 0 t00 <br /> 00+ .007 .005 009 019 071 OId +e9 .79I 590 + +9 7 0 2 JB a 16 0 57 w t ]6 t ]e ] t2J 700 <br /> 0 d2 157 <br /> D~AMEIER OF PARTICLE W MILIIMEI ERS <br /> P <br />t <br />P <br />O SAND GRAVEL <br /> CEA~ ( <br />0 BILL IN <br />N~ <br />LASiICI <br />EABICI FINE MEDIUM COARSE FINE COARSE COBBLES <br />SompleOf CLAY, SANDY, RED (CL) <br />From TAILING PDND EMBANKMENT <br />GRAVEL D °r, <br />SILT&CLAY 57. ~/, <br />PLASTICITY INDEX <br />SAND 4 2 . 7 <br />LI9UID LIMIT~°~/~ <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR 7 HR TIME READINGS U B. STANDARD SEidES CLEAR 59UARE OPENINGS <br />d5 MW. 15 MIN eO MIN 19 MIN dMIN. 1MIN. '700 '100 'SO'd0'30 '+b '+0'B 'd JIB' Jld' oh' J' S'e' B' <br />100 0 <br />W - f0 <br />80 70 <br />7G 30 <br />~ o <br />3 60~ a0 z <br /> <br />n a <br />50 50 c <br />i Z <br />d0 60 <br />30 70 <br />20 'BO <br /> <br />10 I <br />I <br />~ <br />W <br />p' ~ ~ ~ '100 <br />.001 002 005 .OD9 019 .OY .O7d Ad9 297 590 119 20238 d7o 957 19.1 J6t 702 t27 700 <br /> 0 d2 152 <br /> DIAMETER OF PPRIICLE IN MILDMFi ERS <br /> CEAV PEASIIC <br />10541 <br />NON~PEg511C SAND GRAVEL <br /> ( <br />) <br />I <br />1 FIRE MEDIUM COARSE RNE COARSE COBBLES <br />Sample of <br />From <br />\ JOB NO. 17,106 <br />GRAVEL % SAND <br />SILT&CLAV % L19UID LIMIT <br />PLASTICITY INDEX <br />Gradation <br />Test Results FIG . 1 <br />