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r r i r Col 1i Col 2i Col17i Col 18i Col 19i Col 20i Col 21i Col 22i Col 23i Col 24i Col 25i Col 26i Col 27i Got 281 Col 29i Small strain Undrained Undrained Soil Behavior Type Normalized Cone Estimated Relative Friction Young's shear shear strength, strength ratio, Over consolidation DepthN22.146 (normalized)SBT° SBTn Index,I° resistance,Qt„ permeability,ksBT SPT Neo SPT(NI)BO Density,D, Angle,9' modulus,Es modulus,G. % s�a' ratio,OCR m ft/sec blows/ft blowslft % degrees is 6.350 3 2.75 34.06 1.00E-9 11.3 10.7 2051 2.65 2.23 10.0 6.550 4 2.66 35.16 3.00E-8 11.3 10.5 2162 2.80 2.28 10.2 6.750 4 2.53 60.09 3.00E-8 18.3 16.7 3716 4.87 3.84 17.3 6.950 3 2.92 24.13 1.00E-9 9.7 8.8 1601 2.05 1.57 7.1 7.150 . 3 3.09 11.81 1.00E-9 5.7 5.1 847 1.04 0.78 3.5 7.350 24.114 3 2.92 15.92 1.00E-9 6.9 6.0 1133 1.42 1.03 4.6 7.550 24.770 4 2.73 31.15 3.00E-8 11.8 10.2 2169 2.80 1.98 8.9 7.750 25.427 4 2.71 38.87 3.00E-8 14.8 12.6 2741 3.56 2.45 11.0 7.950 26.083 3 2.80 24.05 1.00E-9 10.0 8.4 1776 2.27 1.52 6.8 8.150 26.739 4 2.79 17.81 3.00E-8 7.5 6.3 1363 1.72 1.12 5.0 8.350 27.395 4 2.79 17.93 3.00E-8 7.6 6.2 1 1400 1.76 1.12 5.1 8.550 28.051 4 2.77 20.54 3.00E-8 8.9 7.2 1620 2.05 1.28 5.8 8.750 28.707 3 2.86 17.32 1.00E-9 8.2 6.6 1422 1.79 1.09 4.9 8.950 29.364 3 3.06 9.99 1.00E-9 5.9 4.7 895 1.08 0.64 2.9 9.150 30.020 3 3.11 7.97 1.00E-9 5.1 4.0 750 0.89 0.52 2.3 9.350 30.676 3 2.95 10.20 1.00E-9 5.6 4.3 935 1.13 0.64 2.9 9.550 31.332 3 2.92 10.48 1.00E-9 5.6 4.3 973 1.18 0.66 3.0 9.750 31.988 4 2.84 11.76 3.00E-8 5.9 4.5 1087 1.33 0.73 3.3 9.950 32.644 4 2.75 14.31 3.00E-8 6.8 5.1 1310 1.62 0.87 3.9 10.150 33.301 4 2.60 27.78 3.00E-8 12.2 9.1 2433 3.12 1.64 7.4 10.350 33.957 5 2.36 58.93 3.00E-6 22.3 16.5 41 37 393 1056 10.550 34.613 4 2.52 60.54 3.00E-8 26.0 19.0 5275 6.90 3.48 15.7 10.750 35.269 3 2.76 33.29 1.00E-9 17.3 12.5 3124 4.03 2.00 9.0 10.950 35.925 4 2.69 31.26 3.00E-8 15.5 11.1 2945 3.79 1.84 8.3 11.150 36.581 4 2.80 22.78 3.00E-8 12.7 9.0 2257 2.87 1.37 6.2 11.350 37.238 4 2.86 15.33 3.00E-8 9.0 6.4 1589 1.98 0.93 4.2 11.550 37.894 3 2.88 15.24 1.00E-9 9.3 6.5 1601 1.99 0.93 4.2 11.750 38.550 4 2.83 16.97 3.00E-8 10.0 7.0 1766 2.21 1.02 4.6 11.950 39.206 4 2.72 30.08 3.00E-8 16.1 11.2 2995 3.84 1.77 7.9 12.150 39.862 4 2.60 55.39 3.00E-8 27.2 18.9 5326 6.95 3.16 14.2 12.350 40.518 4 2.63 55.70 3.00E-8 28.2 19.5 5440 7.10 3.20 14.4 12.550 41.175 4 2.64 54.18 3.00E-8 27.8 19.1 5352 6.98 3.11 14.0 12.750 41.831 4 2.61 60.85 3.00E-8 30.8 21.0 5996 7.83 3.46 15.6 12.950 42.487 4 2.64 53.66 3.00E-8 28.0 19.1 5379 7.01 3.06 13.8 13.150 43.143 3 2.94 22.02 1.00E-9 15.1 10.2 2453 3.10 1.35 6.1 13.350 43.799 3 3.04 11.72 1.00E-9 9.1 6.2 1404 1.70 0.73 3.3 13.550 44.455 3 3.02 11.79 1.00E-9 9.1 6.1 1417 1.72 0.73 3.3 13.750 45.112 3 3.00 12.78 1.00E-9 9.7 6.5 1527 1.86 0.79 3.6 13.950 45.768 3 2.96 12.30 1.00E-9 9.1 6.1 1474 1.79 0.75 3.4 14.150 46.424 3 2.95 12.97 1.00E-9 9.5 6.3 1555 1.89 0.79 3.6 14.350 47.080 3 2.88 14.80 1.00E-9 10.1 6.7 1740 2.14 0.89 4.0 14.550 47.736 3 2.88 15.63 1.00E-9 10.5 6.9 1841 2.27 0.94 4.2 14.750 48.392 3 2.90 14.43 1.00E-9 10.0 6.6 1730 2.12 0.87 3.9 14.950 49.049 4 2.86 16.76 3.00E-8 11.3 7.4 1980 2.45 1.00 4.5 15.150 49.705 3 2.91 15.73 1.00E-9 11.0 7.2 1900 2.34 0.95 4.3 15.350 50.361 3 2.84 21.70 1.00E-9 14.3 9.3 2540 3.19 1.28 5.8 15.550 51.017 3 2.95 15.98 1.00E-9 12.0 7.8 1973 2.43 0.97 4.4 15.750 51.673 4 2.85 14.65 3.00E-8 10.0 6.5 1794 2.19 0.87 3.9 15.950 52.329 4 2.75 21.21 3.00E-8 12.9 8.3 2478 3.10 1.22 5.5 16.150 52.986 4 2.64 36.97 3.00E 8 21.0 13.5 4120 5.29 2.07 9.3 16.350 53.642 3 2.87 22.13 1.00E-9 15.7 10.1 2693 3.38 1.31 5.9 1/7/2009 9:51 AM 10-291cpt-03[INTERPRETATIONS] Page 4 of 8