|
<br />U.S. STANDARD SIEVE SIZES HYDROMETER ANALYSIS
<br />:~ I'/;' !° '/; 3/e• a io zo ao 60 !oo zoo
<br />100
<br />
<br />
<br />~ ,
<br />,
<br />I
<br />
<br />i ,
<br />, ,
<br />, ,
<br />,
<br />I I
<br />,
<br />I ,
<br />I
<br />, I
<br />,
<br />, I
<br />,
<br />I
<br />
<br />
<br />90
<br />
<br />I ,
<br />,
<br />,
<br />
<br />I ,
<br />I I I
<br />,
<br />I ,
<br />I
<br />I I
<br />,
<br />I I
<br />,
<br />I
<br />
<br />~
<br />~ ,
<br />I I I ,
<br />I I
<br />I I
<br />I
<br />
<br />
<br />
<br />0 ,
<br />,
<br />I I
<br />,
<br />I I
<br />,
<br />,
<br />I
<br />,
<br />
<br />, I
<br />,
<br />
<br />I I
<br />I
<br />I ,
<br />,
<br />I
<br />
<br />,
<br />I ,
<br />I
<br />I
<br />~
<br />I
<br />,
<br />,
<br />
<br />,
<br />
<br />,
<br />~
<br />
<br />~ I
<br />
<br />
<br />
<br />0 ,
<br />I
<br />, I
<br />, ,
<br />, I
<br />
<br />I ,
<br />,
<br />,
<br />,
<br />~
<br /> ,
<br />1 ,
<br />1 ,
<br />1 , `
<br />~ ,
<br />~ ~ I
<br />I 1 ~
<br />
<br />~
<br />,
<br />I
<br />,
<br />,
<br />,
<br />,
<br />I E IS D
<br />_ ,
<br />i , I , I ,
<br />V ,
<br />I ,
<br />,
<br />I ,
<br />, I
<br />I
<br />W 60
<br />
<br />3
<br />
<br />I
<br />
<br />I
<br />
<br />,
<br />
<br />~
<br />
<br />,
<br />
<br />I ,
<br />
<br />,
<br />r
<br />m ~
<br />,
<br />, ,
<br />,
<br />, I
<br />I
<br />I I ,
<br />I
<br />,
<br />, ,
<br />,
<br />
<br />~ I
<br />
<br />I I
<br />,
<br />,
<br />Q. C
<br />SD ,
<br />I I I
<br />, ~
<br />I ,
<br />, , I
<br />I
<br />W
<br />Z , I
<br />~ , I I 1
<br />4 ,
<br />I I
<br />I
<br />I ,
<br />I
<br />1 I
<br />I
<br />F
<br />Z
<br />W 40 I
<br />I
<br />I I
<br />1
<br />I I
<br />I I
<br />I
<br />I I
<br />I
<br />I
<br />I
<br />I I
<br />I
<br />I I I
<br />I 1
<br />I
<br />I
<br />
<br />
<br />W
<br />a ,
<br />,
<br />, I
<br />I
<br />I ,
<br />I
<br />I ,
<br />,
<br />I I
<br />,
<br />,
<br />I
<br />,
<br />\ I
<br />I
<br />I
<br />I
<br />I
<br />30 I , I I I 1 , I
<br /> , I
<br />I I
<br />I
<br />~ I
<br />I , , I ,
<br />, I
<br />I
<br /> I
<br />RIGI
<br />L I i i i i
<br /> ,
<br />o I I I
<br />z ,
<br />, ,
<br />I I
<br />I I
<br />I
<br />I ,
<br />I
<br />I ,
<br />,
<br />, ,
<br />~
<br />, I I
<br />, I
<br />
<br />~
<br />
<br />
<br />
<br />s ~
<br />,
<br />, ~
<br />, I
<br />,
<br />, , I
<br />I
<br />I I
<br />I
<br />I I
<br />I
<br />, I
<br />
<br />, ,
<br />,
<br />I
<br />
<br />,
<br />, ,
<br />, ,
<br />,
<br />I
<br />
<br />' ,
<br />
<br />~ I
<br />I
<br />,
<br />, 1
<br />I I
<br />
<br />, ,
<br /> ,
<br />, ,
<br />,
<br />I
<br />~
<br />,
<br />~ ,
<br />lo o ~o i.o o.i o.ol o.o oi
<br /> GRAIN SIZE IN MILLIMETERS
<br /> GRAVEL SAND
<br />
<br />GOAP,SE FINE
<br />COARSE MEDIUM PINE SILT CLAY
<br />
<br />
<br />WATER FIGURE 2 D°le:
<br />JUNE 1994
<br />WASTE TYPE 1 MATERIAL - RAISE I EMBANKMENT - ---
<br />1 & LAND
<br />INC. ORIGINAL AND REVISED GRADATION SPECIFICATIONS PPOlecl. 390
<br />
|