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<br /> S A N L U I S M= N E <br /> CO NTRACT OR :C ONETEC C PT DATE : 04: 29:95 07: 19 <br /> LO CATION S AN LUIS C ONE : 10 TON A 027 <br /> HO LE C PT 2A2 W ater tabl e (me ters) 255 <br /> To t. Uni t Wt. (avg) 95 pcf <br /> DEPTH gc (avg) Fs (avg) 8f (avg) SI6Y' SOIL BEHAVIOUR TYPE Eq • Dr PH[ SPi Su <br />' (peters) (feet) (tsf) (tsf) (Z) (tsf) (t) deg. N tst <br /> 0.25 0.82 26.21 0.36 1.36 0.02 sandy silt to clayey silt UNDFND UNDFD !0 2.09 <br /> 0.50 1.64 21.38 0.12 0.58 0.06 silty sand to sandy silt 60-70 4~-46 7 UNDEFINED <br /> 0,75 2.46 26.19 0.13 0.50 0.10 silty sand to sandy silt 60-]0 42-44 8 UNDEFINED <br /> L.00 3.28 26.49 O.ll 0.43 0.14 silty sand to sandy silt 50-fi0 42-44 8 UNDEFINED <br /> 1.25 4.10 21.90 0.09 0.41 0.18 silty sand to sandy silt 40-90 38-40 7 UNDEFINED <br />' 1.50 4.92 23.21 0.16 0.10 0.21 silty sand to sandy silt 40-90 38-40 7 UNDEFINED <br /> 1.15 5.14 31.03 0.21 0.51 0.25 silty sand to sandy silt 50-60 40-42 12 UNDEFINED <br />' 2.00 <br />2.25 6.56 <br />7.38 33.97 <br />33.11 0.20 <br />0.26 0.59 <br />0.18 0.29 <br />0.33 silty <br />silty sand <br />sand to <br />t0 sandy silt <br />sandy silt 50-60 <br />50-60 38-40 <br />38-40 11 <br />11 UNDEFINED <br />UNDEFINED <br /> 2,50 8.20 34.55 0.23 0.67 0.37 silty sand tm sandy silt 50-80 36-38 11 UNDEFINED <br /> 2.75 9.02 31.40 0.20 0.62 0.41 silty sand to sandy silt 40-90 36-38 10 UNDEFINED <br />' 3,00 9.84 22.48 0.20 0.87 0.45 silty sand to sandy silt <40 32-34 7 UNDEFINED <br /> 3.25 10.66 26.35 0.20 0.75 0.49 silty sand to sandy silt <10 34-36 8 UNDEFINED <br /> 3.50 11.48 28.24 0.14 0.51 0.53 silty sand to sandy silt UO 34-36 9 UNDEFINEO <br /> 3,75 12.30 20.15 0.16 0.77 0.56 sandy silt to clayey silt UNOP.ND UNOFD B 1.61 <br /> 4.00 13.12 7.04 0.11 2.42 0.60 silty clay to clay UNDPND UNDFD 4 .51 <br /> 4,25 13.94 20.55 0.19 0.91 0.64 sandy silt to clayey silt UNDPND UNDFD 8 1.59 <br /> 4 <br />50 16 <br />14 7.32 0.16 2.16 0.68 silty clay to clay UNDPND UNDFD 5 .53 <br />' , <br />4,75 . <br />15.58 7.32 0.15 2.05 0.72 si lty clay to clay UNDPND UNDFD 5 .52 <br /> 5.00 16.40 11.19 O.15 1.30 0.76 clayey silt to silty clay UNOFUID UNDFD 5 .B3 <br /> 5.25 17.22 35.38 0.24 0.67 0.80 silty sand to sandy silt 40-50 32-34 11 UNDEFINED <br />' ; 5.50 18.04 19.30 0.22 1.15 0.84 sandy silt to clayey silt UNDFi10 UNDFD 7 1.47 <br /> 5.75 18.86 30.28 0.22 0.71 0.88 silty sand to sandy silt <40 30-32 10 UNDEFINED <br /> 6.00 19.69 34.87 0.21 0.78 0.92 silty sand to sandy silt <40 30-32 11 UNDEFINED <br /> 6.25 20.51 31.68 0.22 0.65 0.95 silty sand to sandy silt <40 30-32 11 UNDEFINED <br />1 6.50 21.33 12.23 0.15 1.19 0.99 sandy silt to clayey silt UNDFND UNDFD 5 .89 <br /> 6.75 22.15 32.37 0.24 0.73 1.03 silty sand to sandy silt <40 30-32 10 UNDEFINED <br /> 7.OD 22.97 52.95 0.33 0.63 1.07 sand to silty sand 40-50 32-54 l3 UNDEFINED <br />' 1.25 23.79 18.64 0.11 0.93 1.11 sandy silt to clayey silt UNOFlND UNDFD 1 1.40 <br /> 1.50 24.61 19.93 0.19 0.94 1.15 sandy silt to clayey silt UNDFND UNDFD 8 1.50 <br /> 7.75 25.43 25.40 0.06 0.25 1.19 silty sand to sandy silt <40 c30 8 UNDEFINED <br /> 8.00 26.25 17.58 0.10 0.55 1.23 sandy silt to clayey silt UNDFND UNDFD 7 1.30 <br />' 8.25 21.01 20.06 0.19 0.94 1.27 sandy silt to clayey silt UNDFND UNDFD 8 1.50 <br /> 8.50 21.89 11.71 0.13 1.08 L.30 sandy silt to clayey silt UNDFND UNDFD 4 .83 <br />' 8.75 <br />9 <br />00 28.71 <br />29 <br />53 18.19 <br />27 <br />33 0.24 <br />0.28 1.33 <br />L.O1 1.31 <br />1.38 sandy <br />silty silt <br />sand to <br />to clayey silt <br />sandy silt UNDPND <br /><40 UNDFD <br /><30 7 <br />9 L.34 <br />UNDEFINED <br /> . <br />9.25 . <br />30.35 . <br />26.84 0.25 0.92 1.42 silty sand to sandy silt <40 <30 9 UNDEFINED <br /> 9.50 31.11 27.58 0.26 0.93 1.46 silty sand tm sandy silt </0 <30 9 UNDEFTNED <br /> <br /> Dr - All sands (Jamiolkawski et al. 1985) PHI - Durgunogl u and Mi tchell 1975 Su: Nk: 12.5 <br /> <br /> =is~ Note: Far interpretation purposes the PLOTTED CPT PR OFILE s hould be used wit h the TABULATED OUTPUT ' rom CPTINTAI (v 3.02) ir=' <br /> <br /> <br />