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SIEVE ANALYSIS <br />Sieve OOeninps In lncnes <br />N <br />~ ` H O <br />O <br />z <br />N <br />N <br />Q <br />a <br />z <br />w <br />U <br />w <br />a <br />~I <br />V <br />J <br />T <br /> <br />,o <br />20 <br />30 ,D <br />m <br />a0 m <br />z <br />-~ <br />50 y <br />m <br />D <br />60 Z <br />m <br />v <br />~o <br />80 <br />90 <br />o o n ~n ~ g 100 <br />8 8 ~ O N ~ O O <br />PARTICLE DIAMETER IN MILLIMETERS <br />HYDROMETEA ANALYSIS <br />U.S. Standard Slaves Slxe 01 Particles In Mill~melers <br />O O n O~ m N <br />~ - -. .. _ .. ~ ~ ~ x q s x 8 8 E <br /> <br />80 ~ ~• I ~ • I--- • ---t---)-- <br />I -i' <br />~ <br />I <br /> I I ~~ <br />~ <br />~ <br />7o ~ I ( I <br /> <br />so I <br />I I r I <br />I <br />. <br />~ I-r-I I <br />1 ~ I <br /> ~ <br />I <br />~ <br />I' I l <br /> <br />so I ) I <br />I I <br /> <br />ao -1-~L~_I ) i I I <br />I I I T- I I I <br /> I I I <br />30 I I I I <br /> I I <br />20 I I ~ <br /> I I ~ <br />Io I I i <br /> <br />0 <br />0 <br />0 0 <br />COBBLES TO Coarse Flne Coarse Medlum Flne <br />BOULDERS GRAVEL SAND CLAY (Plastic) TO SILT (Non•Plastic) <br />~ IB NONG I N FEET I PL I LL I P! I VJC I SOIL DESCRIPTION <br />Sample R1 <br />CLAY, very sandy, with gravels, shale and coal <br />F.M. Fox/Sun Coal <br />GRADATION ANALYSIS <br />DRAWN BY:.JM$ .toe No. 84-665 <br />OAT E: 7/3/84 FIG. NO. <br />~~. <br />