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Col 1i I Col 2i Col17i Col18i Col 19i Col 20i Col 21i Col 22i Col 23i Col 24i Col 25i Col 26i Col 27i Col 28i Col 29i <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,Ic resistance,Qt„ permeability,ksBT SPT N60 SPT(NI)OO Density,Dr Angle,cp' modulus,E. modulus,G. s„ s„/a'„ ratio,OCR <br /> m ft ft/sec blows/ft blows/ft % (degrees)- is is tsf <br /> 26.750 87.762 4 2.69 38.73 3.00E-8 30.3 16.5 5752 7.33 2.06 9.3 <br /> 26.950 88.419 3 2.80 29.84 1.00E-9 26.3 14.3 4693 5.91 1.66 7.4 <br /> 27.150 89.075 3 2.86 25.23 1.00E-9 23.9 12.9 4110 5.13 1.43 6.4 <br /> 27.350 89.731 4 2.77 28.84 3.00E-8 24.7 13.4 4534 5.69 1.58 7.1 <br /> 27.550 90.387 4 2.76 30.77 3.00E-8 26.4 14.2 4830 6.09 1.68 7.5 <br /> 27.750 91.043 4 2.73 32.20 3.00E-8 27.0 14.5 5009 6.32 1.73 7.8 <br /> 27.950 91.699 3 2.85 24.19 1.00E-9 23.1 12.4 4004 4.98 1.36 6.1 <br /> 28.150 92.356 3 2.87 19.44 1.00E-9 19.2 10.3 3309 4.05 1.10 5.0 <br /> 28.350 93.012 4 2.68 32.04 3.00E-8 25.8 13.8 4946 6.23 1.69 7.6 <br /> 28.550 93.668 4 2.81 24.34 3.00E-8 22.8 12.1 4024 5.00 1.35 6.1 <br /> 28.750 94.324 3 2.84 20.73 1.00E-9 19.9 10.6 3517 4.32 1.16 5.2 <br /> 28.950 94.980 4 2.70 29.86 3.00E-8 24.6 13.1 4728 5.93 1.58 7.1 <br /> 29.150 95.636 3 2.80 26.25 1.00E-9 24.4 12.9 4360 5.44 1.44 6.5 <br /> 29.350 96.293 4 2.78 21.61 3.00E-8 19.8 10.5 3626 4.46 1.18 5.3 <br /> 29.550 96.949 3 2.91 15.33 1.00E-9 16.5 8.7 2790 3.34 0.88 4.0 <br /> 29.750 97.605 3 3.00 11.05 1.00E-9 13.5 7.1 2161 2.50 0.66 2.9 <br /> 29.950 98.261 3 2.89 16.88 1.00E-9 17.7 9.3 3038 3.67 0.96 4.3 <br /> 30.150 98.917 4 2.81 22.58 3.00E-8 21.9 11.5 3881 4.79 1.24 5.6 <br /> 30.350 1 99.573 4 2.73 24.09 3.00E-8 21.2 1 11.1 4012 4.96 1.28 5.8 <br /> 1/7/2009 9:42 AM 9-291cpt-02[INTERPRETATIONS] Page 8 of 8 <br />