Laserfiche WebLink
F <br /> iEG GREGG DRILLING & TESTING, INC. <br /> ------------ <br /> CONE PENETRATION TEST DATA <br /> Units:r7 Im rial <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.C66R7 Unit weight of water: 62.4 IbW <br /> Relative density constant,CDR: 350 <br /> Soundi :CPT-02 Young's modulus for sands,a: 4 <br /> Date: 11/13/2008 Small strain shear modulus number,So(sands): 180 <br /> Time: 7:57 AM Small strain shear modulus number,CQ(clays): 50 <br /> Nu for clays: 15 <br /> OCR number,k°°,: 0.3 <br /> Interpretatlon based on Lunne,Robertson and Powell,1997 <br /> Col 1i Col 21 Col 3i Col 4i -Col 51 Col 6i Col 7i Col Bi Col 91 Col 10i Col 11i Col 12i Col 13i Col 14i Col 151 Col 161 <br /> Total Effective <br /> Overburden Insitu pore overburden Normalized cone Normalized Normalized pore <br /> Depth Depth qc f, u Other qt Rr SBT Unit Weight,y Stress,o„ pressure,u° stress,o'„ resistance,Qtl Friction raio,F, pressure ratio,Bq <br /> m ft si is % p is <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 15.967 0.536 1.773 15.99 3.35 4 115 0.291 0.000 0.291 53.89 3.42 0.01 <br /> 1.750 5.741 33.670 0.694 2.580 33.71 2.06 6 115 0.329 0.000 0.329 101.47 2.08 0.01 <br /> 1.950 6.398 25.154 0.550 1.166 25.17 2.19 6 115 0.367 0.000 0.367 67.67 2.22 0,00 <br /> 2.150 7.054 46.636 2.369 1.027 46.65 5.08 4 115 0.404 0.000 0.404 114.43 5.12 0.00 <br /> 2.350 7.710 96.264 1.009 0.524 ---§-6-27 --T-o5---8 121 0.444 0.000 0.444 215.92 1.05 0.00 <br /> 2.550 8.366 33.248 -b-899 -1 1-38 33.26 2.70 6 115 0.481 0.000 0.481 68.10 2.74 0.00 <br /> 2.750 9.022 21.774 0.940 --1-007 21.79 --i-31 4 115 0.519 0.000 0.519 40.98 4.42 0.00 <br /> 2.950 9.678 6.191 0.505 1.1528.13 3 111 0.556 0.000 0.556 10.17 8.93 0.01 <br /> 3.150 10.335 4.564 0.160 1.428 4.58 3.49 3 111 0.592 0.000 0.592 6.74 4.01 0.03 <br /> 3.350 10.991 3.888 0.081 1.103 3.90 2.06 3 111 0.629 0.000 0.629 5.21 2.46 0.02 <br /> 3.550 11.647 3.953 0.101 1.328 3.97 2.55 3 111 0.665 0.000 0.665 4.97 3.07 0.03 <br /> 3.750 12.303 13.956 0.4205 14.00 3.00 5 115 0.703 0.000 0.703 18.92 3.16 0.02 <br /> 3.950 12.959 94.268 2.360 56.86.8 55 95.09 2.48 7 118 0.741 0.000 0.741 127.25 2.50 0.04 <br /> 4.150 13.615 105.488 3.114 107.269 107.03 2.91 6 115 0.779 0.000 0.779 136.39 2.93 0.07 <br /> 4.350 14.272 101.752 3.176 73.001 102.80 3.09 6 115 0.817 0.000 0.817124.89 3.11 0.05 <br /> 4.550 14.928 65.221 2.489 36.554 65.75 3.79 5 115 0.854 0.000 0.854 75.97 3.84 0.04 <br /> 4.750 15.584 44.896 1.761 25.740 45.27 3.89 5 115 0.892 -0.000 0.892 49.76 3.97 0.04 <br /> 4.950 16.240 44.544 1.314 37.692 45.09 2.92 6 115 0.929 0.000 0.929 47.51 2.98 0.06 <br /> 5.150 16.896 40.142 1.481 36.333 40.67 3.64 5 115 0.967 0.000 0.967 41.05 3.73 0.07 <br /> 5.350 17.552 42.597 1.447 42.868 43.21 1 3.35 5 115 1.005 0.000 1.005 42.02 3.43 0.07 <br /> 5.550 18.209 66.243 2.502 68.804 67.23 3.72 5 115 1.042 0.000 1.042 63.51 3.78 0.07 <br /> 5.750 18.865 58.224 2.087 52.058 58.97 3.54 5 115 1.080 0.000 1.080 53.62 3.61 0.06 <br /> 5.950 19.521 43.911 1.753 73.463 44.97 3.90 5 115 1.117 0.000 1.117 39.25 4.00 0.12 <br /> 6.150 20.177 40.927 1.250 59.266 41.78 2.99 B 115 1.155 0.000 1.155 35.17 3.08 0.11 <br /> 1/7/2009 9:42 AM 9-291 cpt-02[INTERPRETATIONS] Page 1 of 8 <br />