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• <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> HYDROMETER ANAlVSlS SIEVE ANALYSIS <br />25 HR 1 HR TIME READINGS U 5 STANDARD SERIES CLEAR 59UARE OPENINGS <br />dS MW 15 MW. 00 MIN 19 MIN dMM. 1MIN '200 '100 'S0 '40'70 '16 '+0'9 'd JIB' JI4" vA' J• 5'D' B' <br />lap a <br />w +o <br />eo 2D <br />]p Jo <br />z ° <br />60 d0 Z <br />a a <br />i 50 A c <br /> Z <br />u d0 DD <br />JO 10 <br />20 - BO <br />f0 qp <br />0 t00 <br />001 002 005 OOD O1D OJ] OId 14D 2v] gq0 1w 20270 d'6 952 191 Jot ]62 121 200 <br /> 0 d2 152 <br /> DIAMETER OL PAR-QE IN MILLIMETERS <br /> CLAY PLASiIC <br />i0 SILT <br />NON <br />P <br />4511 SAND GRAVEL <br /> ~ <br />~ <br />~ <br />~ <br />Q <br />L FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of COAL REFUSE GRAVEL 1 ~ % SAND 64 % <br />From BORING 103 AT 9 FEET SILT&CLAV 26 % LI9UID LIMIT 24 <br />PIASTICfiV INDEX 6 <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR ] HR TIME READINGS U 5. STANDARD SERIES CLEAR 56'UARE OPENINGS <br />dS MIN 15 MIN 60 MIN 19 MIN. dMW. 1MIN '200 '1p0 'S0'd0'JO 'm '10'B 'd Jla' JId' 1•h" J' S"d' a' <br />100 0 <br />90 10 <br />90 20 <br />]C JO <br />O o <br />~ 60 d0 i <br />a <br />i 50 50 c <br /> z <br />40 60 <br />30 ]0 <br />zp ep <br />+o vo <br />o +oo <br />001 002 005 009 019 OJ] 014 14v 29] 590 119 2.02]8 d/6 952 t91 _'6t 162 t2] 200 <br /> 0 d2 152 <br /> DIAMETER OF PAPiICIE IN MILLIMEi ERa <br /> C WV ~PLAS11C1 i0 SID (NON vLA51iq SAND GRAY F_ <br /> FwE MEDIUM COARSE FNE COARSE COBBLES <br />~ Sample of CDAL REFUSE GRAVEL 8 °b SAND 50 <br />FTOm Rf7R ING 106 AT 19 FEET SILT&CLAV 42 o L19UID LIMIT 22 <br />PLASTICITY INDEX o 5 <br />Gradation <br />. JOB ND. 17,453 Test Results FIG. B-4 <br />