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<br /> <br /> <br />HYDPOMETER ANµYS15 SIEVE ANALYSIS <br />ES Hq..]HR TIME REAdNGS V.6. STANOAAD fiEgIES GLEM SpIAgE OVFNING$ <br />d5 MW. 16MIN. 60 MIN. 19 MIN. iMM, 1MIN. '200 '100 'SO YO'90 96 '10'6 Y Y9'- Yd' 1%' 3' S'C B' <br />tOB 0 <br /> <br /> - <br />W 1B <br /> <br />80 p <br /> <br /> <br />]o v <br />~ ~ <br /> ~ <br />BG do <br />~ a <br />W <br /> ~ <br /> <br />d0 Nl <br /> <br /> <br />~ ~ <br /> <br /> <br />20 Bp <br /> <br />t8 <br /> BD <br /> <br />0 1m <br />.001 0.002 .005 .008 .018 .03] .0]d .1dB 18] 380 1.18 2.0 2.88 d]8 852 18.1 96.1 ]62 12] 200 <br />O.t2 152 <br />DINAETEA OG PARIILIE IN WLLWETER9 <br />CIAY IPLRSTIL7T0 SILT (NCN.gASlIL1 SANGS GRAVEL <br />FlNE MFDILM CMP6E FINE LWRSE COBBLES <br /> <br />Semple Of SAND GRAVELLY SILTY (SC-SM) ORAVEL - ~26 % SAND (~7 % <br />Frpm 7H • 6 AT 14 FEET SILT 8 CLAY S7 % LIQUID LIMIT pU % <br />' PLASTICITY INDEX 9 <br /> <br />HYDRDMkTER ANALYSIS SIEVE ANALYSIS <br />25 fIF, ]!IR TIME MEnnncB US. STUICMD5EME6 C[EAF Sd1ARE OPENINGS <br />45YJW. 15 MIK WMIN.IBMW. dNIN. 1MN, 2W '10] '60 Y0 .90 96 90.6 Y 6'B' $U' 1%' 9' S'6' 6' <br />loo 0 <br /> <br /> <br />9B fo <br /> <br /> <br />SB zB <br /> <br /> <br />i0 ~ 8 <br />4 <br />g <br />~ <br />n so ap <br />4 M <br />~ ~ <br /> `~ <br /> <br />s9 w <br /> <br /> <br />m ~ <br /> <br /> <br />m m <br /> <br />1B <br /> 90 <br /> <br /> 1m <br />6 <br />.OW 0002 .OD$ .OOB .019 .09) .OTd ,td8 19) 0.42590 1.18 2.0 298 J.lb 852 19,1 96.1 982 12]200 <br />014METER OF PPFICLE IN MILLIMETEfl6 <br />CLAY IPl.16TIL1TG SILT (NGNnLebLlL) SANO6 GMVEL <br />FNF MENWA LMRSE FINE CivflbF LOB2LE6 <br />Semple of <br />From <br />JOB NO. 28,585 <br />Exh.7-20F-24 <br />GAAVEL % SAND % <br />SILT 8 CLAY % LIOUIb LIMIT <br />PUaSTICITV INDEX % <br />Gradation <br />Test Results FIG. A'6 <br />Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />