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rI r r - r r- r F- Col 1i Co12i Col 17i Col 18i Col 19i Col 201 Coll 21i Cot 221 Col 231 Cot 241 Col 251 Col 26i 92127i Col28i _Col29i Small strain I Undrained Undrained Soil Behavior Type Normalized Cone Estimated Relative Friction Young's shear shear strength, strength ratio, Over consolidation Depth Depth (normalized)SBT„ SBTn Index,1° resistance,Qt, permeability,kssT SPT Nw SPT(NI)GO Density,Dr Angle,9' modulus,E, modulus,G. s„ s,fa'„ ratio,OCR m (ft) ft/sec (blows/ft) blows/ft % de Tees t is 6.350 20.8334 2.71 28.19 3.00E-8 9.1 8.6 1705 2.19 1.84 8.3 6.550 21.490 4 2.64 33.07 3.00E-8 10.4 9.7 2035 2.63 2.14 9.6 6.750 22.146 5 2.24 69.08 3.00E-6 18.1 16.5 44 38 336 870 6.950 22.802 4 2.49 46.28 3.00E-8 14.1 12.7 2936 3.83 2.93 13.2 7.150 23.458 4 2.72 22.99 3.00E-8 8.2 7.3 1548 1.97 1.47 6.6 7.350 24.114 4 2.83 16.80 3.00E-8 6.7 5.9 1186 1.49 1.08 4.9 7.550 24.770 3 2.90 17.52 1.00E-9 7.5 6.5 1270 1.60 1.13 5.1 7.750 25.427 4 2.75 27.21 3.00E-8 10.7 9.1 1951 2.50 1.72 7.7 7.950 26.083 4 2.77 23.53 3.00E-8 9.6 8.1 1738 2.22 1.48 6.7 8.150 26.739 4 2.77 17.32 3.00E-8 7.2 6.0 1326 1.67 1.09 4.9 8.350 27.395 4 2.80 15.11 3.00E-8 6.6 5.4 1196 1.49 0.95 4.3 8.550 28.051 4 2.71 21.05 3.00E-8 8.6 7.0 1650 2.09 1.30 5.9 8.750 28.707 4 2.78 21.99 3.00E-8 9.8 7.9 1768 2.25 1.37 6.2 8.950 29.364 4 2.85 16.83 3.00E-8 8.1 6.4 1412 1.77 1.05 4.7 9.150 30.020 3 2.97 13.04 1.00E-9 7.11 5.6 1154 1.42 0.83 3.7 9.350 30.676 3 2.95 13.03 1.00E-9 7.2 5.6 1173 1.45 0.82 3.7 9.550 31.332 4 2.74 22.87 3.00E-8 10.5 8.1 1965 2.50 1.39 6.3 9.750 31.988 4 2.60 42.32 3.00E-8 17.8 13.5 3541 4.60 2.51 11.3 9.950 32.644 4 2.79 21.32 3.00E-8 10.6 8.0 1919 2.43 1.30 5.9 10.150 33.301 4 2.76 15.72 3.00E-8 7.8 5.8 1456 1.81 0.95 4.3 10.350 33.957 4 2.73 17.32 3.00E-8 8.5 6.2 1615 2.02 1.04 4.7 10.550 34.613 4 2.68 19.49 3.00E-8 9.1 6.7 1815 2.29 1.15 5.2 10.750 35.269 5 2.50 36.87 3.00E-6 15.6 11.3 32 34 263 936 10.950 35.925 5 2.47 38.46 3.00E-6 16.4 11.7 33 34 276 958 11.150 36.581 4 2.66 23.31 3.00E-8 11.4 8.1 2245 2.85 1.36 6.1 11.350 37.238 4 !2.63 19.71 3.00E S 9.8 6.9 1944 2.45 1.15 5,2 11.550 37.894 4 24.59 3.00E 8 11.7 8.2 2392 3.04 1.42 6.4 11.750 38.550 4 29.58 3.00E-8 13.7 9.6 2852 3.65 1.69 7.6 11.950 39.206 4 25.96 3.00E-8 12.6 8.8 2560 3.26 1.49 6.7 12.150 39.862 4 21.75 3.00E-8 11.2 7.7 2204 2.79 1.27 5.7 12.350 40.518 4 18.89 3.00E-8 10.6 7.3 1981 2.49 1.12 5.0 12.550 41.175 4 25.89 3.00E-8 13.2 9.1 2618 3.33 1.49 6.7 12.750 41.831 4 2.57 43.14 3.00E S 20.7 14.2 4229 5.48 2.43 10.9 12.950 42.487 4 2.69 33.58 3.00E-8 18.0 12.3 3429 4.41 1.94 8.7 13.150 43.143 4 2.77 24.88 3.00E-8 14.5 9.8 2637 3.35 1.47 6.6 13.350 43.799 3 2.86 17.90 1.00E-9 11.4 7.7 1981 2.47 1.07 4.8 13.550 44.455 3 2.93 14.74 1.00E-9 10.3 6.9 1694 2.09 0.90 4.0 13.750 45.112 3 2.89 16.84 1.00E-9 11.3 7.6 1913 2.38 1.02 4.6 13.950 45.768 3 2.91 15.98 1.00E-9 11.0 7.4 1843 2.28 0.97 4.4 14.150 46.424 4 2.79 19.06 3.00E-8 11.7 7.8 2127 2.66 1.12 5.0 14.350 47.080 4 2.79 19.08 3.00E-8 11.7 7.8 2143 2.68 1.12 5.0 14.550 47.736 4 2.80 18.32 3.00E-8 11.3 7.5 2081 2.59 1.08 4.8 14.750 48.392 4 2.75 20.46 3.00E-8 12.1 8.0 2299 2.88 1.19 5.3 14.950 49.049 4 2.76 20.38 3.00E-8 12.2 8.0 2307 2.89 1.18 5.3 15.150 49.705 3 2.88 14.77 1.00E-9 10.2 6.7 1774 2.17 0.88 4.0 15.350 50.361 3 2.99 10.56 1.00E-9 8.2 5.4 1351 1.61 0.65 2.9 15.550 51.017 4 2.84 18.36 3.00E-8 12.3 8.0 2175 2.70 1.09 4.9 15.750 51.673 4 2.85 16.23 3.00E-8 11.2 7.3 1958 2.41 0.96 4.3 15.950 52.329 4 2.84 13.57 3.00E-8 9.2 5.9 1669 2.02 0.80 3.6 16.150 52.986 4 2.66 23.29 3.00E-8 13.3 8.5 2650 3.33 1.31 5.9 16.350 53.642 4 2.57 43.92 3.00E-8 23.5 15.1 4776 6.16 2.41 10.8 1/7/2009 9:42 AM 9-291cpt-02[INTERPRETATIONS] Page 4 of 8