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i <br /> GREGG DRILLING & 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.COOK Unit weight of water. 62.4 We <br /> Relative density constant,CDR: 350 <br /> Sounding: CPT-01 Young's modulus for sands,w 4 <br /> Date: 11/12/2008 Small strain shear modulus number,Sc;(sands): 180 <br /> Time: 10:18 AM Small strain shear modulus number,CG(clays): 50 <br /> Nb for clays: 115 <br /> OCR number,kms,: 0.3 <br /> Interpretation based on Lunne,Robertson and Powell,1997 <br /> Colli Col 21 Col 31 Col 4i Col 5i Col 61 Col 7i Col 8i Col 9i Col 10i Col Ili Col 121 Col 13i Col 14i Col 15i Col IN <br /> Total Effective <br /> Overburden Insitu pore overburden Normalized cone Normalized Normalized pore <br /> Depth Depth q° I. u Other ck Rr SBT Unit Weight,y Stress,av pressure,u° stress,a', resistance,Qti Friction rain,F, pressure ratio,Bq <br /> m ft t (psi) % is is tsf I <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 39.905 0.594 1.573 39.93 1.49 7 118 0.299 0.000 0.299 132.34 1.50 0.00 <br /> 1.750 5.741 61.112 0.636 2.314 61.15 1.04 8 121 0.339 0.000 0.339 179.30 1.05 0.00 <br /> 1.950 6.398 71.504 1.060 2.207 71.54 1.48 7 118 0.378 0.000 0.378 188.37 1.49 0.00 <br /> 2.150 7.054 72.791 0.927 3.107 72.84 1.27 8 121 0.417 0.000 0.417 173.48 1.28 0.00 <br /> 2.350 7.710 61.106 0.826 1.162 61.12 1.35 7 118 0.456 0.000 0.456 133.02 1.36 0.00 <br /> 2.550 8.366 78.972 0.713 2.076 79.00 0.90 8 121 0.496 0.000 0.496 158.35 0.91 0.00 <br /> 2.750 9.022 45.388 0.464 -0.059 45.39 1.02 7 118 0.534 0.000 0.534 83.93 1.04 0.00 <br /> 2.950 9.678 14.524 0.493 2.155 14.55 3.39 4 115 0.572 0.000 0.572 24.45 3.53 0.01 <br /> 3.150 10.335 8.922 0.436 1.111 8.94 4.88 3 111 0.609 0.000 0.609 13.69 5.24 0.01 <br /> 3.350 10.991 9.236 0.353 1.907 9.26 3.82 3 111 0.645 0.000 0.645 13.36 4.10 0.02 <br /> 3.550 11.647 9.463 0.328 3.855 9.52 3.45 4 115 0.683 0.000 0.683 12.94 3.71 0.03 <br /> 3.750 12.303 13.513 0.445 6.521 13.61 3.27 4 115 0.720 0.000 0.720 17.89 3.45 0q0.02 <br /> 04 <br /> 3.950 12.959 10.214 0.449 3.893 10.27 4.37 3 111 0.757 0.000 0.757 12.57 4.72 <br /> 4.150 13.615 16.049 0.428 4.411 16.11 2.66 5 115 0.794 0.000 0.794 19.28 2.79 4.350 14.272 16.254 0.582 7.124 16.36 3.56 4 115 0.832 0.000 0.832 18.66 3.75 4.550 14.928 22.380 0.721 9.493 22.52 3.20 5 115 0.870 0.000 0.870 24.89 3.33 4.750 15.584 52.239 1.707 21.370 52.55 3.25 6 115 0.907 0.000 0.907 56.92 3.30 4.950 16.240 43.009 1.739 8.628 43.13 4.03 5 115 0.945 0.000 0.945 44.65 4.12 <br /> 5.150 16.896 31.794 1.291 5.300 31.87 4.05 4 115 0.982 0.000 0.982 31.44 4.18 0.01 <br /> 5.350 17.552 40.949 1.268 7.666 41.06 3.09 6 115 1.020 0.000 1.020 39.25 3.17 0.01 <br /> 5.550 18.209 97.140 2.623 36.757 97.67 2.69 7 118 1.059 0.000 1.059 91.26 2.71 0.03 <br /> 5.750 18.865 85.022 2.920 30.498 85.46 3.42 6 115 1.096 0.000 1.096 76.96 3.46 0.03 <br /> 5.950 19.521 33.184 1.034 47.475 33.87 3.05 5 115 1.134 0.000 1.134 28.87 3.16 0.10 <br /> 6.150 20.177 22.570 0.745 48.589 23.27 3.20 5 115 1.171 0.000 1.171 18.86 3.37 0.16 <br /> 1/7/2009 9:39 AM 291cpt-01 [INTERPRETATIONS] Page 1 of 8 <br />