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r I r r I I i I I I I i i I r r r r r <br /> Col 1i Col 2i Col 171 Col 18i Col 19i _ Col 20i Col 21 i Col 22i Col 231 Col 241 Col 251 Col 261 Col 271 Col 281 t Col 291 <br /> Small strain Undrained Undrained <br /> Soil Behavior Type Normalized Cone Estimated Relative Friction Young's shear shear strength, strength ratio, Over consolidation <br /> Depth Depth (normalized)SBT„ SBTn Index,1° resistance,Qtn permeability,kssT SPT Neo SPT(Nj)G0 Density,D, Angle,(p' modulus,E$ modulus,Go s„ s°/o'„ ratio,OCR <br /> m ft) (fUec blowsMt blowsm % (degrees) is <br /> 26.750 87.762 3 2.97 21.97 1.00E-9 23.7 12.8 3774 4.69 1.29 5.8 <br /> 26.950 88.419 5 2.37 84.10 3.00E-6 50.5 27.2 49 38 887 1707 <br /> 27.150 89.075 1 4 2.42 107.60 3.00E-8 67.9 36.5 14437 18.90 5.17 23.3 <br /> 27.350 89.731 3 2.84 33.70 1.00E-9 31.8 17.1 5476 6.95 1.89 8.5 <br /> 27.550 90.387 3 2.79 30.07 1.00E-9 27.3 14.6 4841 6.10 1.65 7.4 <br /> 27.750 91.043 4 2.77 30.48 3.00E-8 27.5 14.7 4902 6.18 1.66 7.5 <br /> 27.950 91.699 4 2.77 30.38 3.00E-8 27.3 14.6 4901 6.17 1.65 7.4 <br /> 28.150 92.356 3 2.87 23.73 1.00E-9 23.7 12.6 4040 5.02 1.34 6.0 <br /> 28.350 93.012 3 2.83 26.30 1.00E-9 25.1 13.3 4399 5.50 1.46 6.6 <br /> 28.550 93.668 3 2.86 25.48 1.00E-9 25.4 13.4 4345 5.42 1.43A6.5 <br /> 28.750 94.324 3 2.87 22.43 1.00E-9 22.4 11.8 3885 4.81 1.26 <br /> 28.950 94.980 4 2.74 28.43 3.00E-8 24.9 13.1 4651 5.83 1.52 <br /> 29.150 95.636 3 2.84 21.88 1.00E-9 21.5 11.3 3788 4.67 1.22 <br /> 29.350 96.293 4 2.77 26.44 3.00E-8 24.1 12.6 --- 1.43 <br /> 29.550 96.949 4 2.80 26.12 3.00E-8 24.5 12.8 4446 5.54 1.43 6.4 <br /> 29.750 97.605 3 2.83 25.51 1.00E-9 -24 8 12.9 4405 5.49 1.41 6.3 <br /> 29.950 98.261 4 2.82 22.56 3.00E-8 21.7 11.3 3932 4.85 1.24 5.6 <br /> 30.150 98.917 4 2.71 26.54 3.00E-8 22.6 11.7 4418 5.50 1.40 6.3 <br /> 30.350 99.573 4 2.67 25.36 ; 20.8 t0.8 4187 5.19 1.32 5.9 <br /> 1/7/2009 9:39 AM 291cpt-01 [INTERPRETATIONS] Page 8 of 8 <br />