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' BATTLE MT GOLD - SAM LUIS, LO <br />' Contractor TERRA TECN - SY Test Dete 27 MAT 93 <br /> SoUndirq Mo.: MORTN 02 Elevation 8569.97 <br /> Jab Mo. 93-1007 Yeter table (feet) 100.0 <br /> Tot. Un it Yt. ( evB) 85.5 taf <br /> DEPT X Dc (avB) Fs (svp) Rf (avp) SIGV' SOIL BEHAVIOUR TTPE Eq - D r PNI SPT SPT CSR <br /> (meters) (feet) (ta}) (tat ) (Y> fret ) (X) ales. N M1 <br /> ------- --- ---- <br />-------- - <br /> 0.25 0.82 54.50 0.12 0.22 0.02 surd to silt acrd >90 >48 73 >50 >0.5 <br /> 0.50 7.64 39.54 0.37 0.78 0.05 silty sard to eardy silt 80-90 >48 13 >50 >0.5 <br /> 0.75 2.46 26.42 0.14 0.53 0.09 silty sand to sandy silt 60-70 >48 8 29 >0.5 <br />1 1,00 3.28 27.30 0.27 1.25 0.12 sandy silt to clayey tilt UYD FMp UNDFD 8 24 UNDF <br /> 7.25 <.10 19.26 0.12 0.62 0.76 sandy silt to clayey silt UMDFMD UMDFD 7 79 UMDF <br /> 1.50 <br />1.75 4.92 <br />5.74 77.62 <br />13.50 0.72 <br />0.76 ~ 0.68 <br />1.20 0.19 <br />0.23 serdy silt to clsyey silt <br />sandy silt to elsyey silt UMDFMD <br />UMDFMD UMDFD <br />l1MDFD 7 <br />S 76 <br />11 UNDF <br />UIDf <br /> 2.00 6.56 79.26 0.10 0.52 0.26 ai lty sard to aardy tilt KO 40-<2 6 12 .20z <br /> 2,25 7.38 22.76 0.70 0.44 0.30 silty Bard to sandy slit <0-50 10-42 7 73 .22x <br /> 2.50 8.20 74.54 0.10 0.69 0.33 Bandy silt to clayey silt UMDFMD UNDFD 6 10 UMDF <br /> 2,75 9.02 7.78 0.08 7.03 0.37 aenai tive fine sreirred UMDFMD UNDFD < 6 UIDF <br /> 3.00 9.84 9.84 0.72 7.22 0.40 elsyey al It to silty clay IIMDFND UMDFD S 8 UIDf <br /> 3,25 10.66 8.76 0.10 1.23 0.44 clayey silt to silty clsy UYDFID l1NDFD 4 6 I11DF <br />' 3,50 11.48 9.42 0.70 7.06 0.<7 clayey tilt to silty clay UMDFMD UIDFD S 7 UYDF <br /> 3,75 12.30 72.50 0.70 0.80 0.51 sandy silt to clayey slit UIIDfID UMDFO 5 7 UMDF <br /> 4,00 73.72 11.2< 0.70 0.89 0.54 sandy silt to clayey silt UMDfMD UMDFD 4 6 UIDF <br />' 4.25 73.94 9.84 0.70 7.02 0.58 clayey silt to silty clay UNOfID IBDFD s 6 UMDf <br /> 4,50 14.76 11.48 0.10 0.87 0.61 nerdy silt to clayey silt UMDFMD UNDFD 4 6 IINDf <br /> 4,75 75.58 10.44 0.70 0.% 0.65 early silt to clayey silt UMDfIp UMDFD 4 S I11DF <br /> 5,00 76.10 12.50 0.08 0.64 0.68 serdy silt to clayey silt UIIDFID IINDFD s b Uwf <br />1 5,25 77.22 79.88 0.70 0.50 0.72 silty card to sandy silt KO 34-36 6 8 .16A <br /> 5.50 18.04 14.12 0.70 0.77 0.75 early ai It to clayey silt UMDF10 UIDFD 5 6 UNDf <br /> 5.75 18.86 22.52 0.70 0.44 0.79 silty card to early silt KO 34-36 7 8 .16a <br />' 6.00 79.69 25.00 0.74 0.56 0.82 silty sand to sandy silt KO 34-36 8 9 .17a <br /> 6.25 20.51 28.88 0.14 0.48 0.86 silty sand to early silt KO 34-36 9 70 .18a <br /> 6.30 27.33 24.40 o. to 0.74 0.89 aflty sand to sandy alit Ko 34-36 8 8 .16s <br /> 6.75 22.15 27.04 0.12 0.44 0.93 silty asrd to ardy alit KO 3<-36 9 9 .17x <br />' 7.00 22.97 29.70 0.1< 0.47 0.% silty surd to early silt KO 34-36 9 70 .18x <br /> 7.2s z3.79 24.20 0.22 0.92 t.oo silty earl to early silt KO 32-34 8 8 .16a <br /> 7.50 <br />7.75 24.67 <br />25.43 23.74 <br />77.00 0.18 <br />0.76 0.77 <br />0.94 1.03 <br />7.07 silty nerd to sandy silt <br />nerdy ai It to clayey of It KO <br />UMDFMD 32-34 <br />IIMDFD 8 <br />7 8 <br />6 .76a <br />UIDF <br /> 8.00 26.25 29.32 0.14 0.48 1.10 silty sand to sandy silt KO 32-34 9 9 .17x <br /> 8.25 27.07 47.16 0.22 0.47 1.14 send to silty sand 40-50 M-38 17 11 .11 <br />' 8.50 27.89 42.00 0.22 0.53 1.17 sand to silty Lard KO 36-38 70 9 .09 <br /> 8.75 28.71 27.66 0.24 0.88 1.21 silty nerd to early sf It KO 32-3f 9 8 .16a <br /> 9.00 29.53 29.32 0.29 0.98 7.24 silty earl to early silt KO 32-K 9 8 .17s <br /> 9.25 30.35 32.16 0.26 0.82 7.28 ai lty earl to early ^1 It KO 32-34 70 9 .17x <br /> 9.50 37.77 59.22 0.27 0.45 1.37 esrd to silty earl <0-50 M-38 74 73 .13 <br />' Dr - All earls (JSiolkoYSki et al. 1985) PNI - Jsnhu end Semeset 1974: Beta• 0 CSRe Seed at al. 7983 - M•7.5 <br /> a - Sead' a correct inn of 7.5 blow/foot has been applied to N7 <br />~ ••• 1 3 <br />02 •••• <br /> Mate: For interpretation purposes the PLOTTED CPT PROFILE should be used Yith the TABULATED OUTPUT fro CPT iNTR <br />(v . ) <br /> <br /> <br />