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r F Co'11 Col 2i Col 17i Col 18i Col 19i C0120i Col 21i Col 22i Col Col 24i Col 25i Col 26i Col 27i -Col 28i C01291 Small strain Undrained Undrained Soil Behavior Type Normalized Conel Estimated Relative Friction Young's shear shear strength, strength ratio, Over consolidation Depth Depth (normalized)SBT„ SBTn Index,1. resistance,Qt„ permeability,ksBT SPT Nep SPT(Nj)6O Density,D, Angle,cp' modulus,ES modulus,Go su s�a' ratio,OCR m ft fUsec blows/ft blows/ft % (degrees) tsf is 6.350 20.833 4 2.76 17.95 3.00E-8 6.0 5.6 1122 1.42 1.17 5.3 6.550 21.490 4 2.68 18.51 3.00E-8 6.1 5.6 1181 1.49 1.20 5.4 6.750 22.146 4 2.72 16.94 3.00E-8 5.9 5.3 1116 1.40 1.09 4.9 6.950 22.802 4 2.59 24.66 3.00E-8 7.8 7.0 1620 2.07 1.57 7.1 7.150 23.458 5 2.44 35.30 3.00E-6 10.5 9.3 32 34 185 730 7.350 24.114 4 2.56 30.35 3.00E-8 10.0 8.7 2063 2.66 1.90 8.6 7.550 24.770 4 2.73 22.66 3.00E-8 8.6 7.3 1614 2.06 1.43 6.4 7.750 25.427 4 2.78 21.37 3.00E-8 8.6 7.3 1567 1.99 1.35 6.1 7.950 26.083 4 2.64 35.44 3.00E-8 13.2 11.1 2568 3.32 2.20 9.9 8.150 26.739 4 2.60 46.11 3.00E-8 17.1 14.1 3371 4.39 2.84 12.8 8.350 27.395 4 2.69 29.39 3.00E-8 11.8 9.6 2242 2.88 1.82 L 8.2 8.550 28.051 4 2.73 26.03 3.00E-8 11.0 8.9 2044 2.62 1.61 7.3 8.750 28.707 4 2.75 24.05 3.00E-8 10.5 8.4 1936 2.47 1.49 6.7 8.950 29.364 4 2.80 21.50 3.00E-8 10.0 7.9 1785 2.27 1.33 6.0 9.150 30.020 3 2.96 14.43 1.00E-9 7.9 6.2 1277 1.59 0.91 4.1 9.350 30.676 3 2.97 12.30 1.00E-9 7.0 5.4 1125 1.38 0.78 3.5 9.550 31.332 4 2.83 15.57 3.00E-8 7.9 6.0 1396 1.74 0.96 4.3 9.750 31.988 4 2.51 50.03 3.00E-8 19.7 14.9 4139 5.39 2.92 13.1 9.950 32.644 5 2.33 80.71 3.00E-6 29.3 22.0 48 38 522 1150 10.150 33.301 4 2.70 35.56 3.00E-8 17.1 12.6 3167 4.09 2.13 9.6 10.350 33.957 3 2.86 17.23 1.00E-9 9.5 7.0 1655 2.08 1.06 4.8 10.550 34.613 3 2.85 17.10 1.00E-9 9.4 6.9 1668 2.09 1.05 4.7 10.750 35.269 3 2.99 10.88 1.00E-9 7.0 5.0 1143 1.39 0.68 3.1 10.950 35.925 3 3.19 6.37 1.00E-9 5.3 3.8 749 0.86 0.41 1.9 11.150 36.581 4 2.64 23.52 3.00E-8 11.4 8.1 1 1 2272 2.89 1.37 6.1 11.350 37.238 5 2.49 43.65 3.00E-6 18.9 13.3 35 35 323 1023 11.550 37.894 4 2.59 33.77 3.00E-8 16.1 11.3 3243 4.18 1.93 8.7 11.750 38.550 4 2.71 26.62 3.00E-8 14.0 9.8 2661 3.40 1.56 7.0 11.950 39.206 4 2.71 27.34 3.00E-8 14.5 10.1 2750 3.52 1.60 7.2 12.150 39.862 4 2.73 27.23 3.00E-8 14.9 10.3 2770 3.54 1.60 7.2 12.350 40.518 4 2.66 30.30 3.00E-8 15.5 10.6 3042 3.90 1.75 7.9 12.550 41.175 4 2.52 62.45 3.00E-8 29.0 19.9 5990 7.83 3.48 15.7 12.750 41.831 4 2.45 82.41 3.00E-8 37.0 25.3 7803 10.24 4.52 20.3 12.950 42.487 4 2.53 75.51 3.00E-8 36.3 24.7 7354 9.64 4.21 18.9 13.150 43.143 4 2.55 70.13 3.00E-8 34.5 23.4 6920 9.06 3.92 17.6 13.350 43.799 4 2.59 60.70 3.00E-8 30.8 20.7 6110 7.98 3.42 15.4 13.550 44.455 4 2.55 57.65 3.00E-8 28.0 18.8 5797 7.56 3.21 14.4 13.750 45.112 4 2.52 57.44 3.00E-8 27.7 18.5 5760 7.51 3.16 14.2 13.950 45.768 5 2.34 72.76 9 31.6 21.0 46 37 561 1274 14.150 46.424 5 2.06 104.73 3.00E-6 38.0 25.1 55 39 754 1411 14.350 47.080 6 1.82 123.42 3.00E-4 38.5 25.4 59 40 839 1465 14.550 47.736 6 2.03 80.61 3.00E-4 29.2 19.2 48 38 585 1303 14.750 48.392 6 1.99 85.42 3.00E-4 30.2 19.7 49 38 616 1329 14.950 49.049 6 1.80 103.36 3.00E-4 32.4 21.1 54 39 711 1398 15.150 49.705 6 2.05 78.28 3.00E-4 29.1 18.9 47 37 580 1310 15.350 50.361 4 2.72 24.14 3.00E-8 15.1 9.8 2770 3.50 1.38 6.2 15.550 51.017 3 2.93 12.35 1.00E-9 9.6 6.2 1575 1.90 0.75 3.4 15.750 51.673 3 2.94 16.58 1.00E-9 12.6 8.1 2079 2.57 1.00 4.5 15.950 52.329 4 2.66 37.34 3.00E-8 22.1 14.2 4209 5.41 2.09 9.4 16.150 52.986 4 2.71 42.24 3.00E-8 26.1 16.6 4833 6.24 2.39 10.8 16.350 53.642 3 2.83 24.34 1.00E-9 16.9 1 10.7 1 1 2964 3.74 1.43 6.4 1/7/2009 9:39 AM 291cpt-01 [INTERPRETATIONS] Page 4 of 8