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1 <br />1 <br /> <br />1 <br /> <br /> <br /> <br />I <br />J <br /> <br /> <br />1~ <br /> <br /> <br /> <br /> <br /> <br />SAN LU2S M=NE <br />CONTRACTOR <br />LOCATION <br />HOLE <br />Tot. Unit <br />DEPTH <br />(veters) (feet) <br />- ---------------- <br />0.25 0,82 <br />0.50 1.64 <br />0.75 2.46 <br />1.00 3.28 <br />1.25 4.10 <br />I.50 4.92 <br />1.75 5.74 <br />2.00 6.56 <br />2.25 ].38 <br />2.50 8.20 <br />2.75 9.02 <br />3.00 9,84 <br />3.25 10.66 <br />3.50 11,48 <br />3.75 12.30 <br />4.00 13,12 <br />4.25 13,94 <br />4.50 14.76 <br />1.75 15,58 <br />5.00 16,40 <br />5.25 17.22 <br />5.50 .18,04 <br />5.75 18,96 <br />6.00 19.69 <br />6.25 20,51 <br />6.50 21.33 <br />6.75 22,15 <br />7.00 22,91 <br />1.25 23.79 <br />1.50 24.61 <br />7.15 25.43 <br />8.00 26.25 <br />8.25 27.07 <br />8.50 21.89 <br />8.75 28.71 <br />9.00 29.53 <br />9.25 30.35 <br />9.50 51.17 <br />:CONETEC <br />SAN LUIS <br />CPT 2B <br />Wt. (avg) <br />Oc (avg) <br />(tst) <br />95 pcf <br />Fs (avg) Af (avg) SI6V' <br />--(tst) (~) (tsf) <br />CPT GATE : 04:29:95 08:42 <br />CONE 10 TON A 027 <br />water tablz (meters) ; 25 <br />SDI1 BEHAVIOUR TYPE Eq - Dr PHI <br />SPT Su <br />N tsf <br />40.40 0.41 1.02 0.02 silty sand to sandy silt X90 >/8 13 <br />43.98 0.87 1.97 0.06 sandy silt to clayey silt UNDFND UHOFD 17 <br />32.61 0.24 0.74 0.10 silty sand to sandy silt 60-70 41-46 !0 <br />26.89 0.19 0.71 0. L4 silty sand tc sandy silt 50-60 42-14 9 <br />18.70 0.09 0.49 0.18 silty sand to sandy silt 40-50 38-40 6 <br />15.39 O.ll 0.14 0.21 sandy silt to clayey silt UNDFND UNDFD 6 <br />22.72 0.11 0.49 0.25 silty sand to sandy silt 40-50 36-38 7 <br />25.39 O.13 0.53 0.29 silty sand to sandy silt 40-50 36-38 8 <br />11.68 0.15 0.54 0.33 silty sand to sandy silt 40-50 36-38 9 <br />17.59 0.13 0.76 0.37 sandy silt to clayey silt UNDFND UNDFD 1 <br />19.41 0.11 0.56 0.41 silty sand to sandy silt u0 32-34 6 <br />26.78 0.16 0.60 0.15 silty sand to sandy silt 40-50 34-36 9 <br />16.30 0.15 0.91 0.19 sandy silt to clayey silt UNDFND UNDFD 6 <br />25.91 O.19 0.12 0.53 silty sand to sandy silt <40 32-34 8 <br />28.28 0.24 0.86 0.56 silty sand to sandy silt u0 32-34 9 <br />24.51 0.18 0.72 0.60 siity sand to sandy Silt <40 32-34 8 <br />18.72 0.23 1.25 0.64 sandy silt to clayey silt UNDFND UNDFD 7 <br />16.49 0.25 1.49 0.68 sandy silt to clayey silt UNDFND UNDFD 6 <br />12.64 0.20 1.61 0.72 clayey silt to silty clay UNDFND UNDFD b <br />12.15 0.18 L.51 0.76 clayey silt to silty clay UNDFND UNDFD b <br />23.56 0.25 1.08 0.80 sandy silt to clayey silt UNDFND UNDFD 9 <br />15.43 0.28 1.83 0.84 clayey silt to silty clay UNDFND UNDFD 7 <br />29.20 0.34 1.16 0.88 silty sand to sandy silt <40 30-32 9 <br />59.47 0.45 0.76 0.92 sand is sil ty sand 50-60 34-36 la <br />50.24 0.40 0.90 0.95 sand to sil ty sand 40-50 34-36 12 <br />38.22 0.30 0.78 0.99 silty sand to sandy silt <40 30-32 12 <br />37.25 0.33 0.89 1.03 silty sand to sandy silt <40 30-32 12 <br />35.93 0.34 0.95 1.07 silty sand to sandy silt <40 30-32 11 <br />41.43 0.11 0.98 l.ll silty sand to sandy silt <40 30-32 l3 <br />42.96 0.37 0.87 1.15 silty sand to sandy silt 40-50 30-32 14 <br />29.59 0.21 0.93 1.19 silty sand to sandy silt c40 <30 9 <br />23.42 0.19 0.83 1.23 silty sand tc sandy silt c40 <30 7 <br />29.80 0.29 0.96 1.27 silty sand to sandy silt <40 <30 IO <br />16.52 0.23 1.38 1.30 sandy silt to clayey silt UNDFND UNDFD 6 <br />13.15 0.23 1.73 1.34 clayey silt to silty clay UNDFND UNDFD 6 <br />12.26 0.23 1.86 1.38 clayey silt to silty clay UNDFND UNDFD b <br />38.50 0.59 1.53 1.42 silty sand to sandy silt </0 <30 l2 <br />27.04 0.53 1.97 1.46 sandy silt to clayey silt UNDFND UNDFD 10 <br />Dr - All sands (Jaoiolkowski et al, 1985) PNI - Durgunoglu and Nitchell 1975 Su: Nk= 12.5 <br />UNDEFINED <br />3.51 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.21 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.37 <br />UNDEFINED <br />UNDEFINED <br />1.26 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.44 <br />1.26 <br />.95 <br />.91 <br />1.82 <br />1.16 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.2t <br />.94 <br />.81 <br />UNDEFINED <br />2.04 <br />' t=*= Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT fray CPTINTRI (v 3.02) :i=i <br /> <br />