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0 <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />65 MIN. 15 MIN. 60 MIN. 19 MIN. 4MIN. 1MIN. '200 '100 '50'4090 Y6 '10'8 '4 3/B' 3/4- 7'h' 3- 5'6' 8' <br />100 U <br /> t t ~ _ - : <br />~ _ _ _ ... _ _. -_ _ _ -_ ___. __ -_ . _ t0 <br /> . _ _ . . _ __ ___ . ._ __ _ :.. __ ._-. _ ___ <br />80 _ . . . . .. .. . ..... ....... ____ _... _ _- __ __ _ ___~. -- 20 <br /> <br />70 _ __ _ __ - ___ - - - _ _.__ ___ . . _ <br />Z <br />w <br />d60 <br />__ -_ <br />_ _ _.. <br />_ <br />.. _ <br />_." . <br /> <br />_ __ <br /> <br />_ <br />_ <br />_._ <br />_ <br />_...~ <br />,. <br />; ._ _ _. <br />__ <br />._ <br />_ <br />_ ~_ <br /> <br />_ _ _ <br />__ <br />_.. 30 Z <br /> <br />q0 <br /> <br />U50 __ _ _ __ _ - -~ r <br />w <br /> <br />m <br /> <br />a60 <br /> <br />_ <br />_ <br /> <br /> <br />.. <br />__ <br />... <br /> <br /> <br />. <br />__ <br />..___~ <br /> <br />____ <br />_.__. <br /> <br />__. ._ <br /> <br /> <br />_ _ <br />__, _ <br /> <br />._ _ <br />... _ <br /> <br />- <br />__ __,. <br /> <br />- ._ <br />_ <br />...__._ <br />____ <br />_. __ <br /> <br />- _- <br />- <br /> <br />- <br />_ <br /> <br />- __ <br /> <br />,_ <br />. _.___.. _ <br />- <br /> <br />__ <br />50 <br />rc <br />60 n <br /> <br />30 _.. _-.. _. __.. .. .. __-_. ____ -.,_ _. __,. _ ___.. _.. __.,- -- 70 <br /> <br /> <br /> <br /> <br />f0 <br />_ <br />._ <br />._ <br />_ <br />-_. ~_ <br />. _.____ <br />___. <br />_ <br />_ ~_ <br />___ ._ <br />90 <br /> _. <br />0 <br />_ _. <br />_ <br />_ <br />_ <br />_.. <br />_. <br />__. <br />_ <br />. _ <br />._ <br />_ <br />._. <br />_ <br />.._ <br />- <br />1DD <br />.001 0.002 .005 .009 .019 .037 .074 .149 297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 12] 20 <br />0.42 152 0 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />CLAY(PLASTIC)TO SILT (NON-PLASTIC) SANDS GRAVEL <br /> FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SILT, SANDY (ML) <br />From S-3 <br />GRAVEL 0 % SAND 39 <br />SILT & CLAY 61 °/a LIaUID LIMIT - <br />PLASTICITY INDEX - <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />d5 MIN. 75 MIN. 60 MIN. 19 MIN. 4MIN. iMIN. '200 '100 '50'40'30 '16 '70'e '4 3/8' 3l4- 1'/a' 3- 5'6' 8- <br />100 <br /> 0 <br />90 _ _' _ _ - _ - - <br /> 10 <br />80 - - _ _ _ - _ _ 20 <br /> <br />70 <br />z ~ i <br />n60 .. _ - _, - _ L - ~_ 40 w <br />r - - __ _ _ ¢ <br /> r <br />50 w <br />~ ~ <br />a 40 a <br /> 60 <br />30 ~ 70 <br /> _ <br />20 80 <br /> <br />10 - - 90 <br /> <br />p - - - - '~ 100 <br />.00 1 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.36 4.76 9.52 19.1 36.1 16.2 127 20 0 <br /> 0.42 152 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> CLAY (PLASTIC)TO SILT (NON-PLASTIC) SANDS GRAVEL <br /> FfNE MEDIUM COARSE FfNE COARSE COBBLES <br />Sample Of SILT, SANDY (ML) <br />From S-4 <br />JOB NO. 32,637 <br />GRAVEL 0 % SAND 45 <br />SILT & CLAY 55 % LIQUID LIMIT - <br />PLASTICITY INDEX - <br />Gradation <br />Test Results FIG.A-3 <br />