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r r F <br /> REM GREGG DRILLING S TESTING, INC. <br /> CONE PENETRATION TEST DATA <br /> Units: Imperial <br /> Data averaging interval: 0.200 meters <br /> Client: CONDOR EARTH TECHNOLOGIES Assumed depth of water: 37.009 feet <br /> Site: PARKING LOT B Net area ratio of cone: 0.80 <br /> Engineer: B.000K Unit weight of water: 62.4 IbM3 <br /> Relative density constant,CoR: 350 <br /> Sounding: CPT-03 Young's modulus for sands,a: 1 4 <br /> Date: 11/13/2008 Small strain shear modulus number,SG(sands): 180 <br /> Time: 1:31 PM Small strain shear modulus number,CG(clays): 50 <br /> Nu for clays: 15 <br /> OCR number,k_: 0.3 <br /> Interpretation based on Lunne,Robertson and Powell, 1997 f <br /> Col VI Col 211 Col 3i Col 4i Col 5i Col 6i Col 71 Col 8i Col 9i Col 10i Col ill Coi 121 Col IN Col 14i Col 15i Col 161 <br /> Total Effective <br /> Overburden Insitu pore overburden Normalized cone Normalized Normalized pore <br /> Depth Depth q° f8 u Other qt Rr SBT Unit Weight,y Stress,v„ pressure,u° stress,a'v resistance,Q° Friction raio,Fr pressure ratio,Bq <br /> m ft t si) (tsq (% cf) (tsf) (tsf) (tsfll <br /> 0.150 0.492 0.000 0.000 0.000 0.000 <br /> 0.350 1.148 0.000 0.000 0.000 0.000 <br /> 0.550 1.804 0.000 0.000 0.000 0.000 <br /> 0.750 2.461 0.000 0.000 0.000 0.000 <br /> 0.950 3.117 0.000 0.000 0.000 0.000 <br /> 1.150 3.773 0.000 0.000 0.000 0.000 <br /> 1.350 4.429 0.000 0.000 0.000 0.000 <br /> 1.550 5.085 3.417 0.031 0.400 3.42 0.91 1 111 0.283 0.000 0.283 11.08 0.99 0.01 <br /> 1.750 5.741 26.966 0.554 8.063 27.08 2.04 6 115 0.321 0.000 0.321 83.41 2.07 0.02 <br /> 1.950 6.398 39.710 0.834 6.063 39.80 2.09 6 115 0.358 0.000 0.358 110.03 2.11 0.01 <br /> 2.150 7.054 77.928 0.704 6.366 78.02 0.90 8 121 0.398 0.000 0.398 194.97 0.91 0.01 <br /> 2.350 7.710 92.209 0.871 1.986 92.24 0.94 8 121 0.438 0.000 0.438 209.68 0.95 0.00 <br /> 2.550 8.366 107.722 1.879 4.307 107.78 1.74 7 118 0.476 0.000 0.476 225.22 1.75 0.00 <br /> 2.750 9.022 53.485 2.158 0.259 53.49 4.03 5 115 0.514 0.000 0.514 103.06 4.07 0.00 <br /> 2.950 9.678 13.799 0.615 6.063 13.89 4.43 3 111 0.551 0.000 0.551 24.22 4.61 0.03 <br /> 3.150 10.335 27.868 0.948 3.942 27.93 3.40 5 115 0.588 0.000 0.588 46.48 3.47 0.01 <br /> 3.350 10.991 16.595 0.384 28.671 17.01 2.26 5 115 0.626 0.000 0.626 26.18 2.34 0.13 <br /> 3.550 11.647 18.222 0.461 8.490 18.34 2.51 5 115 0.663 0.000 0.663 26.65 2.61 0.03 <br /> 3.750 12.303 17.692 0.578 3.262 17.74 3.26 5 115 0.701 0.000 0.701 24.31 3.39 0.01 <br /> 3.950 12.959 34.417 0.887 13.225 34.61 2.56 6 115 0.739 0.000 0.739 45.86 2.62 0.03 <br /> 4.150 13.615 79.832 1.786 73.315 80.89 2.21 7 118 0.777 0.000 0.777 103.08 2.23 0.07 <br /> 4.350 14.272 97.416 2.991 51.917 98.16 3.05 6 115 0.815 0.000 0.815 119.48 3.07 0.04 <br /> 4.550 14.928 75.771 3.361 8.511 75.89 4.43 5 115 0.852 0.000 0.852 88.04 4.48 0.01 <br /> 4.750 15.584 71.748 3.054 19.705 72.03 4.24 5 115 0.890 0.000 0.890 79.94 4.29 0.02 <br /> 4.950 16.240 94.561 3.914 42.551 95.17 4.11 5 115 0.928 0.000 0.928 101.60 4.15 0.03 <br /> 5.150 16.896 50.152 2.749 4.845 50.22 5.47 3 111 0.964 0.000 0.964 51.09 5.58 0.01 <br /> 5.350 17.552 42.165 1.763 12.980 42.35 4.16 5 115 1.002 0.000 1.002 41.28 4.26 0.02 <br /> 5.550 18.209 56.089 2.570 39.217 56.65 4.54 4 115 1.039 0.000 1.039 53.51 4.62 0.05 <br /> 5.750 18.865 52.255 2.683 15.132 52.47 5.11 4 115 1.077 0.000 1.077 47.73 5.22 0.02 <br /> 5.950 19.521 80.096 3.818 14.825 80.31 4.75 11 131 1.120 0.000 1.120 70.72 4.82 0.01 <br /> 6.150 20.177 52.417 2.959 2.221 52.45 5.64 3 111 1.156 0.000 1.156 44.36 5.77 0.00 <br /> 1/7/2009 9:51 AM 10-291 cpt-03(INTERPRETATIONS) Page 1 of 8 <br />