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25 HP. 7 Hp <br />66 mol, ayilt <br />100 <br />00 • <br />so <br />70 . <br />c .? <br />50 <br />R40 <br />30 • <br />20, <br />HYDROMETER ANALYSES <br />SIEVE ANALYSIS <br />TIME READINGS <br />1 CLAY IPLASTtC) TO .S1 (NONASTK.,1 <br />U. S 51ANDA81) $t pi( s <br />0 • <br />.001 .002 005 009 019 037 074 .149 .247 ,590 2.0 2.38 476 <br />0.42 <br />DIAMETER OF PARTICLE IN to11.1.1mE:EoS <br />CLEAR SQUARE OP4Ne4GS <br />318 3,4"r I 'h" 3' <br />9.52 .9.1 36.1 76.2 127 200 <br />152 <br />SAND GRAVEL <br />MSDIUM J COARSE <br />FINE I COARSE I C088LES <br />40 <br />rti <br />90 <br />Sample of CLAY, SANDY, RED (CL) <br />From TAILING POND EMBANKMENT <br />I-rom:Au:TER A NALYSIS <br />SIEVE ANALYSIS <br />25 H17. 711R <br />45 MIN. 15 MIN <br />1C0; • <br />75 <br />so: <br />TIME READINGS <br />60 MIN 19 PAN 4 MIN. I NUN '200 <br />40.; <br />30 <br />20 <br />10 c70 <br />0 :103 <br />.001 .002 .005 OW 01 037 074 .149 . 247 .590 1.19 2.0 2.38 4.76 9.52 10.1 36.1 76,2 127 200 <br />152 <br />CLAY r,61..A54c) To SILT is4064-90.511C) <br />Sample of <br />From <br />JOB NO. 17,106 <br />U.S. SIAM:I...IX) SEWS <br />50 40'30 16 '105 <br />0.42 <br />PAOTICLE IN MILLIMETERS <br />0 42.7 <br />GRAVEL_ % SAND <br />SILT & CLA7 LIQUID LIM IT % <br />PLASTICITY INDrX <br />a <br />ar:Ar? SQ.../ARE; OPENINGS <br />318' 514 I Y, " 3" 5"6" 8" <br />0 <br />GRAVEL % SAND <br />SILT & CLAY % UQUID LIMIT <br />PLASTICITY INDEX <br />Gradation <br />Test Results <br />• 10 <br />20 <br />FIG. 1 <br />