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i r r r r r r r Col ti Col 2i Col 17i Col 18i _Col 19i Col 20i Col 211 Col 22i Col 231 Col 241 Col 251 Coll 26i Col 27i Col 28i Col 291 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,1. resistance,Qtn permeability,ksBT SPT NG0 SPT(Nl)eo Density,D, Angle,(p' modulus,Es modulus,Go s„ sjcr'„ ratio,OCR m ft ft/sec blows/tt blows/ft % (degrees) is tsf t 16.550 54.298 3 3.00 12.42 1.00E-9 10.2 6.5 1642 1.98 0.76 3.4 16.750 54.954 3 3.05 9.33 1.00E-9 8.2 5.2 1294 --1.51 0.58 2.6 16.950 55.610 3 3.00 13.07 1.00E-9 10.6 6.7 1738 2.10 0.80 3.6 17.150 56.266 3 2.81 25.31 1.00E-9 17.4 11.0 3081 3.89 1.47 6.6 17.350 56.923 3 2.79 33.14 1.00E-9 22.4 14.1 3995 5.11 1.91 8.6 17.550 57.579 3 2.83 1 23.94 1.00E-9 116.6 10.4 2984 3.76 1.40 6.3 17.750 58.235 4 2.74 26.07 3.00E-8 16.6 10.4 3170 4.00 1.48 6.7 17.950 58.891 4 2.65 33.53 3.00E 8 20.1 12.5 3953 5.04 1.85 8.3 18.150 59.547 4 2.48 54.87 3.00E 8 29.5 18.3 6107 7.91 2.89 13.0 18.350 60.203 4 2.54 48.35 3.00E-8 27.4 17.0 5523 7.13 2.59 11.7 18.550 60.860 5 2.41 57.44 3.00E-6 29.5 18.2 41 36 506 1293 18.750 61.516 6 2.01 84.20 3.00E-4 32.4 19.9 49 38 658 1416 18.950 62.172 6 2.04 79.24 3.00E-4 31.5 19.3 48 37 630 1398 19.150 62.828 6 1.71 121.05 3.00E-4 38.6 23.6 59 39 872 1562 19.350 63.484 6 1.91 84.33 3.00E-4 30.8 18.8 49 37 650 1420 19.550 64.140 6 2.05 79.04 31.9 19.3 48 37 638 1414 19.750 64.797 4 2.59 43.45 3.00E-8 F 26.6 16.1 5249 6.75 2.33A7.4 19.950 65.453 3 2.82 28.62 1.00E-9 21.4 12.9 3784 4.79 1.6420.150 66.109 4 2.75 35.19 3.00E 8 24.8 14.9 4550 5.81 1.98 20.350 66.765 3 2.76 36.45 1.00E-9 26.0 15.5 4752 6.08 2.05 9.2 20.550 67.421 4 2.67 44.79 3.00E-8 30.1 17.9 5679 7.31 2.45 11.0 20.750 68.077 4 2.52 59.19 3.00E-8 35.1 20.9 7141 9.26 3.09 13.9 20.950 68.734 4 2.58 61.61 3.00E-8 38.6 22.9 7614 9.89 3.27 14.7 21.150 69.390 3 2.75 39.04 1.00E-9 28.6 16.95182 6.64 2.18 9.8 21.350 70.046 4 2.50 48.57 3.00E-8 29.1 17.1 5984 7.68 2.51 11.3 21.550 70.702 5 2.44 52.53 3.00E-6 30.1 17.6 39 35 507 1341 21.750 71.358 5 2.12 81.04 3.00E-6 36.1 21.1 48 37 702 1497 21.950 72.014 6 2.08 74.75 3.00E 4 32.7 19.0 46 37 644 1458 22.150 72.671 5 2.21 63.21 3.00E-6 30.7 17.i17- 42 36 573 1405 22.350 73.327 4 2.57 45.34 3.00E-8 29.5 17.1 5841 7.50 2.38 10.7 22.550 73.983 4 2.61 36.45 3.00E-8 24.7 14.3 4811 6.13 1.93 8.7 22.750 74.639 5 2.36 50.56 3.00E-6 28.0 16.1 38 35 490 1342 22.950 75.295 4 2.51 49.64 3.00E-8 31.1 17.9 6346 8.17 2.54 11.4 23.150 75.951 4 2.67 32.92 3.00E-8 23.9 13.7 4517 5.73 1.77 8.0 23.350 76.608 3 3.14 11.55 1.00E-9 13.9 7.9 1997 2.36 0.73 3.3 23.550 77.264 3 3.06 11.12 1.00E-9 11.9 6.8 1895 2.23 0.68 3.1 23.750 77.920 3 2.93 15.55 1.00E-9 14.3 8.1 2470 2.99 0.91 4.1 23.950 78.576 3 2.98 14.16 1.00E-9 14.3 8.1 2318 2.78 0.84 3.8 24.150 79.232 4 2.79 20.47 3.00E-8 16.7 9.5 3073 3.79 1.14 5.1 24.350 79.888 4 2.66 35.23 3.00E-8 25.3 14.3 4938 6.27 1.88 8.5 24.550 80.545 4 2.66 39.11 3.00E-8 28.1 15.8 5479 6.99 2.09 9.4 24.750 81.201 3 2.81 27.53 1.00E-9 23.3 13.1 4137 5.20 1.54 6.9. 24.950 81.857 3 2.83 24.74 1.00E-9 21.5 12.0 3787 4.73 1.40 6.3 25.150 82.513 3 2.81 25.80 1.00E-9 21.9 12.2 3922 4.91 1.44 6.5 25.350 83.169 3 2.93 17.77 1.00E-9 17.5 9.7 2907 3.55 1.04 4.7 25.550 83.825 3 2.84 21.13 1.00E-9 18.8 10.5 3321 4.10 1.19 5.4 25.750 84.482 3 2.86 22.72 1.00E-9 20.9 11.6 3598 4.47 1.29 5.8 25.950 85.138 3 2.87 21.64 1.00E-9 20.3 11.2 3464 4.29 1.24 5.6 26.150 85.794 3 2.89 20.25 1.00E-9 19.4 10.7 3288 4.05 1.16 5.2 26.350 86.450 3 2.80 33.29 1.00E-9 29.0 15.9 5124 6.50 1.85 8.3 26.5501 87.106 3 2.99 19.23 1.00E-9 20.8 11.4 3284 4.04 1.14 5.1 1/7/2009 9:51 AM 10-291cpt-03[INTERPRETATIONS] Page 6 of 8