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r F I I i I I I I f i r r r r r r r i <br /> Col 1i ' Col 2i Col 3i Col 4i Col 5i Col 6i Col 71 Col 8i Col 91 Col 10i Col 111 Col 121 Col 131 Col 141 Col 151 Coll 161 <br /> Total Effective <br /> Overburden Insitu pore overburden Normalized cone Normalized Normalized pore <br /> Depth Depth q� f, u Other ch lir SBT Unit Weight,y Stress,a„ pressure,uo stress,a'„ resistance,Qti Friction raio,Fr pressure ratio,By <br /> m ft is (psi) is % iso (tsf) (tsf <br /> 26.750 87.762 73.056 3.041 35.885 73.57 4.13 5 115 5.132 1.583 3.548 19.29 4.44 0.01 <br /> 26.950 88.419 76.874 3.066 82.971 78.07 3.93 5 115 5.169 1.604 3.565 20.45 4.21 0.06 <br /> 27.150 89.075 78.556 3.007 63.562 79.47 3.78 5 115 5.207 1.624 3.583 20.73 4.05 0.04 <br /> 27.350 89.731 68.271 2.588 49.817 68.99 3.75 5 115 5.245 1.645 3.600 17.71 4.06 0.03 <br /> 27.550 90.387 63.794 1.995 76.587 64.90 3.07 6 115 5.282 1.665 3.617 16.48 3.35 0.06 <br /> 27.750 91.043 56.921 1.550 134.195 58.85 2.63 6 115 5.320 1.686 3.634 14.73 2.90 0.15 <br /> 27.950 91.699 54.629 1.622 158.603 56.91 2.85 6 115 5.357 1.706 3.651 14.12 3.15 0.19 <br /> 28.150 92.356 57.987 1.869 184.677 60.65 3.08 6 115 5.395 1.727 3.668 15.06 3.38 0.21 <br /> 28.350 93.012 76.934 2.630 155.330 79.17 3.32 6 115 5.433 1.747 3.685 20.01 3.57 0.13 <br /> 28.550 93.668 69.017 2.729 83.378 70.22 3.89 5 115 5.470 1.768 3.702 17.49 4.21 0.07 <br /> 28.750 94.324 67.476 2.554 131.539 69.37 3.68 5 115 5.508 1.788 3.720 17.17 4.00 0.12 <br /> 28.950 94.980 68.368 2.503 106.589 69.90 3.58 6 115 5.545 1.809 3.737 17.22 3.89 0.09 <br /> 29.150 95.636 69.612 2.406 121.656 71.36 3.37 6 115 5.583 1.829 3.754 17.52 3.66 0.11 <br /> 29.350 96.293 49.924 1.346 168.924 52.36 2.57 6 115 5.621 1.850 3.771 12.39 2.88 0.22 <br /> 29.550 96.949 55.375 1.578 184.984 58.04 2.72 6 115 5.658 1.870 3.788 13.83 3.01 0.22 <br /> 29.750 97.605 70.564 1.973 179.166 73.14 2.70 6 115 5.696 1.891 3.805 17.73 2.93 0.16 <br /> 29.950 98.261 88.085 2.735 96.072 89.47 3.06 6 115 5.733 1.911 3.822 21.91 3.27 0.06 <br /> 30.150 98.917 85.758 3.359 95.637 87.13 3.85 5 115 5.771 1.932 3.839 21.19 4.13 0.06 <br /> 30.350 99.573 73.938 2.202 121.477 75.69 2.91 6 115 5.809 1.952 3.857 18.12 3.15 0.10 <br /> 30.550 100.230 104.320 3.552 109.831 105.90 3.35 6 115 5.846 1.972 3.874 25.83 3.55 0.06 <br /> 30.750 100.886 72.613 3.365 6.701 72.71 4.63 11 131 5.889 1.993 3.896 17.15 5.04 -0.02 <br /> 30.950 101.542 54.830 1.763 44.789 55.48 3.18 6 115 5.927 2.013 3.913 12.66 3.56 0.02 <br /> 31.150 102.198 54.886 1.676 91.916 56.21 2.98 6 115 5.964 2.034 3.930 12.78 1 3.34 0.09 <br /> 1/7/2009 9:51 AM 10-291cpt-03[INTERPRETATIONS] Page 7 of 8 <br />