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<br />0 <br /> <br />HYDROMETER ANAlY515 SIEVE ANALYSIS - <br />Y6HR TWl TINE REg01NGb U.S SIgYDMDSERIES GLEM SCUgRE OPENINDb <br />IS uIN. 16 MIN. 80 MIN. 19 MIN. 1 MIN, 1 MIN. •300 '100 •50 'd0 -00 '1fi 90 -6 V LB- YI' 1%' 9' S'6' B' <br />t00 0 <br /> <br /> <br />90 t0 <br /> <br />0p 3p <br /> <br /> <br />TD !0 E <br /> i <br />o~ a <br />n 6v IB ~ <br />~ ¢ <br />~ <br />~ ~ a <br /> <br />IB ¢~ n <br /> <br /> <br />~ ro <br /> <br /> <br />30 00 <br /> <br />IB w <br /> <br /> <br />0 Im <br />,WI O.OOR .005 .W9 .019 .Q1T .DTI .118 .S9i 590 Lm 3.0 x39 LT6 9.53 19.1 3fi.1 T62 Rl x00 <br />n1i lsz <br />OIgMEfER DL PPRIICLE IN MILUNFEp9 <br />CIAY(PIA6l'K.1 TO &LT INON~PU$i1C) SgND6 GMVEL <br />FINE MEDIUM GOgASE FlNE COM9E GC9BLE6 <br />• <br /> <br />SOmple Of GRAVEL, SANDY SILTY (GC-GM} GRAVEL q3 % SAND 35 % <br />From TH - 5 AT 4 FEET SILT 8 CLAY 22 % l10UID uM-- I f -pg <br />PLASTICITY INDEx Q % <br /> <br />HYGROMETER gNgLY513 SIEVE ANALYSIS <br />93 NR. > HR )IME REAOING9 U $. STANOMO SERIES C{EpA NUAgE Q°ENiNGE <br />AS MIN. 15 MW. 60MW. I9 MIN. A MIN. 1 NIN. '9M '1W •50 YO 'b '18 '10'9 '< 39' &1' 1%' 9' 5'6' B' <br />100 0 <br /> <br />90 10 <br /> <br /> <br />fi0 N <br /> <br />ad 90 g <br /> <br /> $ <br /> <br />`u 59 .o <br />~, <br /> <br /> <br />~~ ~ <br /> <br />IB m <br /> <br /> <br />s9 >o <br /> <br /> <br />RO Bp <br /> <br /> <br />t0 m <br /> <br />0 tag <br />.001 0.003 .005 .OOp .019 .09! PM ,tag .39)8590 1.19 2.03.90 1.)fi 8.50 19.1 58.f T62 1]]SE900 <br />DIAMETER Lf PAPTCIE IN MIWMETfR6 <br />CLAY IPL/SIIC)TO 61LT INONFVSTILf SMO$ GgAVEI <br />FlNE MEDUM COARSE FlNE GWREE COBBLES <br />Somple Of SAND, GRAVELLY SILTY (SC-SM) GRAVEL 23 % SAND 34 % <br />FfOm TH - 6 AT 4-9 FEET SILT a cu+Y 3R % uowD uM1T pg % <br /> PLASTICITY INDEX j % <br /> Gradation <br />JOB NO. 2B,585 ~ Test Results FIG. A•5 <br />Exh. 7-20F-23 <br />Revision Date: 1/05/07 <br />Revison No.: PR-OZ <br />