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1I I I I f 1 I I I I , , Col 1i Col 2i Col 171 Col18i Col 19i Col 20i Col 21i Col 22i Col 23i Col 24i Col 25i- Col 26i Col 27i Col 28i Col 29i Small strain 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,I° resistance,Ob permeability,kseT SPT Neo SPT(Nl)eo Density,Dr Angle,9' modulus,E, modulus,Go s„ s„/o'„ ratio,OCR m ftft/sec (blows/ft) blows/ft % (degrees) is is is 16.550 54.298 4 2.80 22.81 3.00E-8 15.4 9.7 2780 3.50 1.32 6.0 16.750 54.954 4 2.67 27.35 3.00E-8 16.4 10.3 3209 4.06 1.53 6.9 16.950 55.610 4 2.63 32.80 3.00E-8 18.8 11.8 3792 4.84 1.81 8.1 17.150 56.266 4 2.75 24.11 3.00E-8 15.5 9.7 2939 3.70 1.37 6.2 17.350 56.923 4 2.81 19.63 3.00E-8 13.6 8.5 2480 3.08 1.14 5.1 17.550 57.579 4 2.82 20.50 3.00E-8 14.5 9.0 2605 3.25 1.19 5.4 17.750 58.235 3 2.86 22.16 1.00E-9 16.3 10.1 2844 3.57 1.30 5.9 17.950 58.891 3 2.83 27.36 1.00E-9 19.9 12.3 3471 4.40 1.59 7.2 18.150 59.547 5 2.47 51.26 3.00E-6 27.7 17.1 38 3565000 1256 18.350 60.203 4 2.58 67.23 3.00E-8 39.5 24.2 7809 10.18 3.63 16.3 18.550 60.860 4 2.55 71.67 3.00E-8 41.2 25.2 8284 10.81 3.82 17.2 18.750 61.516 4 2.61 53.21 3.00E-8 32.5 19.8 6338 8.21 2.88 13.0 18.950 62.172 3 2.74 44.41 1.00E-9 30.1 18.3 5558 7.17 2.50 11.2 19.150 62.828 3 2.79 43.65 1.00E-9 31.4 19.0 5583 7.20 2.49 11.2 19.350 63.484 3 2.76 41.14 1.00E-9 29.2 17.6 5269 6.78 2.32 10.5 19.550 64.140 5 2.41 54.31 3.00E-6 29.1 17.5 39 361312 19.750 64.797 4 2.67 39.62 3.00E-8 26.5 15.9 6.41 2.17 9.8 19.950 65.453 3 2.79 32.67 1.00E-9 24.4 14.6 4329 5.51 1.85 8.3 20.150 66.109 3 2.82 29.40 1.00E-9 22.8 13.6 3975 5.04 1.68 7.6 20.350 66.765 3 2.86 30.42 1.00E-9 24.6 14.6 4186 5.32 1.76 7.9. 20.550 67.421 3 2.83 29.69 1.00E-9 23.5 13.9 4083 5.18 1.70 7.7 20.750 68.077 3 2.79 37.32 1.00E-928.4 16.7 5042 6.45 2.11 9.5 20.950 68.734 3 2.77 40.69 1.00E-9 30.8 18.0 5494 7.05 2.29 10.3 21.150 69.390 3 2.94 26.12 1.00E-9 23.4 13.7 3809 4.80 1.55 7.0 21.350 70.046 3 3.00 19.42 1.00E-9 18.8 10.9 2960 3.67 1.17 5.3 21.550 1 70.702 3 2.94 16.47 1.00E-9 14.9 8.7 2509 3.07 0.97 4.4 21.750 71.358 3 2.92 16.81 1.00E-9 14.9 8.6 2556 3.13 0.99 4.4 21.950 72.014 3 2.86 20.30 1.00E-9 17.2 9.9 3003 3.72 1.17 5.3 22.150 72.671 5 2.49 40.17 3.00E-6 1 24.7 14.2 34 34 410 1265 22.350 73.327 5 2.11 77.12 3.00E-6 35.2 20.2 47 37 684 1504 22.550 73.983 5 2.14 78.21 3.00E-6 36.5 20.9 47 37 702 1520 22.750 74.639 5 2.16 73.82 3.00E-6 35.3 20.1 46 37 672 1501 22.950 75.295 4 2.51 49.92 3.00E-8 31.5 17.9 6459 8.31 2.54 11.4 23.150 75.951 3 2.75 37.90 1.00E-9 29.7 16.8 5390 6.89 2.09 9.4 23.350 76.608 4 2.58 45.89 3.00E-8 31.3 17.7 6168 7.922.39 10.7 23.550 77.264 4 2.74 33.46 3.00E-8 26.6 15.0 4825 6.13 1.84 8.3 23.750 77.920 3 2.92 17.25 1.00E-9 16.5 9.3 2764 3.38 1.01 4.5 23.950 78.576 3 2.92 16.37 1.00E-9 15.4 8.7 2643 3.21 0.95 4.3 24.150 79.232 3 2.93 16.22 1.00E-9 15.5 8.7 2648 3.22 0.95 4.3 24.350 79.888 3 3.00 16.60 1.00E-9 17.1 9.5 2770 3.38 0.99 4.5 24.550 80.545 3 2.86 18.38 1.00E-9 16.4 9.1 2930 3.59 1.05 4.7 24.750 81.201 4 2.70 28.93 3.00E-8 21.8 12.1 4258 5.36 1.56 7.0 24.950 81.857 4 2.64 39.67 3.00E-8 28.6 15.8 5649 7.21 2.09 9.4 25.150 82.513 4 2.73 34.94 3.00E-8 27.9 15.4 5184 6.59 1.90 -6.-5- 25.350 83.169 3 2.85 24.49 1.00E-9 22.4 12.4 3879 4.84 1.39 6.2 25.550 83.825 3 2.95 18.27 1.00E-9 18.9 10.4 3067 3.76 1.07 4.8 25.750 84.482 3 2.87 21.59 1.00E-9 20.5 11.2 3504 4.34 1.23 5.5 25.950 85.138 3 2.84 25.70 1.00E-9 23.4 12.8 4090 5.12 1.45 L6.9 26.150 85.794 3 2.86 23.60 1.00E-9 22.2 12.1 3828 4.77 1.34 26.350 86.450 3 2.82 27.38 1.00E-9 24.7 13.4 4349 5.46 1.53 26.550 87.106 3 2.83 30.51 1.00E-9 27.9 15.14872 6.15 1.71 1/7/2009 9:39 AM 291cp1-01 [INTERPRETATIONS] Page 6 of 8