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HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> 25 HR 7 HR TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS <br /> 45 MIN 15 MIN 60 MIN.19 MIN 4 MIN 1 MIN '200 '100 '50'40'30 '16 '10'8 '4 318" 3/4" 1'/:" 3" 5"6" R" <br /> 100 - 0 <br /> 90 10 <br /> z 70 --- - 0 w <br /> ------- -------------- --- - ---- <br /> a 60 -- ----- -- 40 w <br /> w <br /> - - - - - <br /> w 50 Z <br /> U - - ----- -- ---r--- --- -- 50 U <br /> tt <br /> -- ------ ------ --- --- - --- -- <br /> a 40 -- -- ---- -- -- -- - ---- - + ---- -- - -- - - 60 w <br /> -- - <br /> 30 70 <br /> 20 --- --- 80 <br /> 10 90 <br /> 0 - --- - --- --- ----------- -- - - - -- - 100 <br /> 001 0 002 005 009 019 037 074 149 297042 590 119 20 238 476 952 191 361 762 12,52200 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> CLAY(PLASTIC)TO SILT(NON-PLASTIC) SANDS GRAVEL <br /> FINE MEDIUM I COARS FINE COARSE I COBBLES <br /> Sample Of Lean Clay with Sand(CL) GRAVEL 0 % SAND 23 % <br /> From Fortune Revenue Silver Mine SILT&CLAY 77 % LIQUID LIMIT 25 % <br /> PLASTICITY INDEX 8 % <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> 25 HR 7 HR TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS <br /> 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN •200 '100 '50'40'30 '16 '10'8 '4 3/8'. 3/4" 11/V 3" 5116" 8" <br /> 100 10 <br /> - -- - -- - - -- -------------------- - ------- -- -- <br /> 90 10 <br /> 80 <br /> -- - - - - - --- - - --'-- - - ---- --- - --- - 20 <br /> 070 --- - ---- - - -— ---'- -- - —� - -- --- --- --- ----- -30 ❑ <br /> Z ---- --- - - -- - --- -- -- --- - w <br /> y - - -- - - - - - -- ------- -- --- - Z <br /> oa 60 - -- - --- -- -- --- — - - -- - -- 40 w <br /> af--- --- - -- - - - — <br /> z z <br /> v 50 50 w <br /> -- - - --- - - - --- - --- - - -- U <br /> w - --- - -- ----- ------- - -------- ---- —- - w <br /> Q.40 -60 o. <br /> 20 - --- ------ - -- - - - - - - -- -- 80 <br /> - — - - - - - -- -- - <br /> 10 --------- --- —+---- ---- ----� 90 <br /> 0 100 <br /> 001 0 002 005 009 019 037 .074 149 297042 590 1 19 2 0 2 38 4 76 952 191 361 762 12,52200 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> SANDS GRAVEL <br /> CLAY(PLASTIC)TO SILT(NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE I COBBLES <br /> Sample of GRAVEL % SAND % <br /> From SILT&CLAY % LIQUID LIMIT % <br /> PLASTICITY INDEX % <br /> Gradation <br /> FORTUNE REVENUE SILVER MINE Test ResUltS FIG. 1 <br /> PROJECT NO DN47,709 <br /> S\PROJECTS\47700\DN47709 000\300\3 Letters\00N47709-Gradation <br />