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TRIAXIAL COMPRESSION TEST DATA <br />CLIENT <br />Buckhorn Geotech <br />JOB NO. <br />2541 -15 <br />BORING NO. <br />BG05 -06 <br />SAMPLED <br />08 -03 -05 BRB <br />DEPTH <br />27.5 -29.5' <br />TEST STARTED <br />08 -10 -05 CAL <br />SAMPLE NO. <br />SH -2 B <br />TEST FINISHED <br />08 -16 -05 CAL <br />SOIL DESCR. <br />Project #05- 126 -GEO <br />CELL NUMBER <br />22S <br />LOCATION <br />Bowie Mine <br />SATURATED TEST <br />Yes <br />TEST TYPE <br />TX/CUpp <br />CONF. PRES. PSF <br />5760 <br />Init. Ht. (in) <br />5.753 <br />Init. Area <br />(sq in) <br />6.330 <br />Consol. Ht. (in) <br />5.608 <br />Consol. Area (sq in) <br />5.898 <br />Back Pres. PSI <br />58.7 <br />Strain Rate (in /min) <br />0.003 <br />Axial <br />Axial <br />Delta <br />Axial <br />Area <br />Dev. <br />Pore <br />Delta Sigma <br />Sigma <br />Prin. <br />Load <br />Load <br />Ht. <br />% <br />Final <br />Stress <br />Pres. <br />Pres. <br />3 <br />1 <br />Stress <br />Lbs. <br />PSF <br />In. <br />Strain <br />Sq In. <br />PSF <br />PSI <br />PSF <br />PSF <br />PSF <br />Ratio <br />0.0 <br />0 <br />0.000 <br />0.00 <br />5.898 <br />0 <br />58.7 <br />0 <br />5760 <br />5760 <br />1.00 <br />13.0 <br />317 <br />0.012 <br />0.21 <br />5.910 <br />317 <br />59.7 <br />144 <br />5616 <br />5933 <br />1.06 <br />19.0 <br />464 <br />0.023 <br />0.41 <br />5.922 <br />462 <br />60.9 <br />317 <br />5443 <br />5905 <br />1.08 <br />37.0 <br />903 <br />0.035 <br />0.62 <br />5.934 <br />898 <br />62.7 <br />576 <br />5184 <br />6082 <br />1.17 <br />101.0 <br />2466 <br />0.046 <br />0.82 <br />5.947 <br />2446 <br />68.4 <br />1397 <br />4363 <br />6809 <br />1.56 <br />120.0 <br />2930 <br />0.058 <br />1.03 <br />5.959 <br />2900 <br />71.7 <br />1872 <br />3888 <br />6788 <br />1.75 <br />139.0 <br />3394 <br />0.086 <br />1.54 <br />5.990 <br />3342 <br />76.6 <br />2578 <br />3182 <br />6524 <br />2.05 <br />149.0 <br />3638 <br />0.115 <br />2.05 <br />6.021 <br />3563 <br />79.6 <br />3010 <br />2750 <br />6314 <br />2.30 <br />156.0 <br />3809 <br />0.144 <br />2.56 <br />6.053 <br />3711 <br />81.1 <br />3226 <br />2534 <br />6246 <br />2.46 <br />160.0 <br />3907 <br />0.173 <br />3.08 <br />6.085 <br />3786 <br />82.0 <br />3355 <br />2405 <br />6191 <br />2.57 <br />165.0 <br />4029 <br />0.201 <br />3.59 <br />6.117 <br />3884 <br />82.7 <br />3456 <br />2304 <br />6188 <br />2.69 <br />169.0 <br />4126 <br />0.230 <br />4.10 <br />6.150 <br />3957 <br />83.1 <br />3514 <br />2246 <br />6203 <br />2.76 <br />173.0 <br />4224 <br />0.259 <br />4.62 <br />6.183 <br />4029 <br />83.7 <br />3600 <br />2160 <br />6189 <br />2.87 <br />177.0 <br />4322 <br />0.288 <br />5.13 <br />6.217 <br />4100 <br />83.9 <br />3629 <br />2131 <br />6231 <br />2.92 <br />185.0 <br />4517 <br />0.345 <br />6.16 <br />6.285 <br />4239 <br />84.0 <br />3643 <br />2117 <br />6356 <br />3.00 <br />191.0 <br />4663 <br />0.403 <br />7.18 <br />6.354 <br />4329 <br />84.2 <br />3672 <br />2088 <br />6417 <br />3.07 <br />203.0 <br />4956 <br />0.518 <br />9.23 <br />6.498 <br />4499 <br />83.8 <br />3614 <br />2146 <br />6644 <br />3.10 <br />213.0 <br />5201 <br />0.633 <br />11.28 <br />6.648 <br />4614 <br />83.5 <br />3571 <br />2189 <br />6803 <br />3.11 <br />221.0 <br />5396 <br />0.748 <br />13.34 <br />6.805 <br />4676 <br />83.1 <br />3514 <br />2246 <br />6923 <br />3.08 <br />224.0 <br />5469 <br />0.805 <br />14.36 <br />6.887 <br />4684 <br />82.9 <br />3485 <br />2275 <br />6959 <br />3.06 <br />227.0 <br />5542 <br />0.863 <br />15.39 <br />6.970 <br />4690 <br />82.9 <br />3485 <br />2275 <br />6965 <br />3.06 <br />Data entry by: SR Date: 08/18/2005 <br />Data checked by: c&2 Date: A A92 o <br />FileName: BRTOSH2B f f ADVANCED TERRA TESTING, INC. <br />