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TRIAXIAL COMPRESSION TEST DATA <br />ASTM D 2850 <br />CLIENT <br />Buckhorn Geotech <br />JOB NO. <br />2541 -18 <br />BORING NO. <br />BG05 -11 <br />SAMPLED <br />DEPTH <br />18.0 -19.5' <br />TEST STARTED <br />12/28/05 CAL <br />SAMPLE NO. <br />SH -07 <br />TEST FINISHED <br />12/29/05 CAL <br />SOIL DESCR. <br />Project #05126GEO <br />CELL NUMBER <br />20S <br />LOCATION: <br />Bowie Mine No. 2 <br />SATURATED TEST <br />Yes <br />TEST TYPE <br />TX/UU- Saturated <br />CONF. PRES. PSF <br />2880 <br />Init. Ht. (in) <br />5.731 <br />Init. Area (sq in) <br />6.044 <br />Consol. Ht. (in) <br />5.113 <br />Consol. Area (sq in) <br />5.484 <br />Strain Rate (in /min) <br />0.0570 <br />Axial <br />Axial <br />Delta <br />Axial <br />Area <br />Dev. Sigma <br />Sigma <br />Prin. <br />Load <br />Load <br />Ht. <br />% <br />Final <br />Stress 3 <br />1 <br />Stress <br />Lbs. <br />PSF <br />In. <br />Strain <br />Sq In. <br />PSF PSF <br />PSF <br />Ratio <br />0.0 <br />0 <br />0.000 <br />0.00 <br />5.484 <br />0 2880 <br />2880 <br />1.00 <br />4.0 <br />105 <br />0.006 <br />0.11 <br />5.491 <br />116 2880 <br />2996 <br />1.04 <br />4.0 <br />105 <br />0.012 <br />0.22 <br />5.497 <br />115 2880 <br />2995 <br />1.04 <br />4.0 <br />105 <br />0.017 <br />0.34 <br />5.503 <br />115 2880 <br />2995 <br />1.04 <br />4.0 <br />105 <br />0.023 <br />0.45 <br />5.509 <br />115 2880 <br />2995 <br />1.04 <br />5.0 <br />131 <br />0.029 <br />0.56 <br />5.515 <br />144 2880 <br />3024 <br />1.05 <br />11.0 <br />289 <br />0.057 <br />1.12 <br />5.547 <br />315 2880 <br />3195 <br />1.11 <br />12.0 <br />315 <br />0.086 <br />1.68 <br />5.578 <br />341 2880 <br />3221 <br />1.12 <br />12.0 <br />315 <br />0.115 <br />2.24 <br />5.610 <br />339 2880 <br />3219 <br />1.12 <br />13.0 <br />341 <br />0.172 <br />3.36 <br />5.675 <br />363 2880 <br />3243 <br />1.13 <br />13.0 <br />341 <br />0.229 <br />4.48 <br />5.742 <br />359 2880 <br />3239 <br />1.12 <br />13.0 <br />341 <br />0.287 <br />5.60 <br />5.810 <br />355 2880 <br />3235 <br />1.12 <br />13.0 <br />341 <br />0.344 <br />6.73 <br />5.880 <br />351 2880 <br />3231 <br />1.12 <br />14.0 <br />368 <br />0.401 <br />7.85 <br />5.951 <br />373 2880 <br />3253 <br />1.13 <br />14.0 <br />368 <br />0.459 <br />8.97 <br />6.025 <br />369 2880 <br />3249 <br />1.13 <br />13.0 <br />341 <br />0.516 <br />10.09 <br />6.100 <br />338 2880 <br />3218 <br />1.12 <br />14.0 <br />368 <br />0.573 <br />11.21 <br />6.177 <br />360 2880 <br />3240 <br />1.12 <br />14.0 <br />368 <br />0.630 <br />12.33 <br />6.256 <br />355 2880 <br />3235 <br />1.12 <br />15.0 <br />394 <br />0.688 <br />13.45 <br />6.337 <br />376 2880 <br />3256 <br />1.13 <br />15.0 <br />394 <br />0.745 <br />14.57 <br />6.420 <br />371 2880 <br />3251 <br />1.13 <br />15.0 <br />394 <br />0.802 <br />15.69 <br />6.505 <br />366 2880 <br />3246 <br />1.13 <br />15.0 <br />394 <br />0.860 <br />16.81 <br />6.593 <br />361 2880 <br />3241 <br />1.13 <br />Data entry by: RS Date: 12130/2005 <br />Data checked by: er- Date: ;LsT <br />FileName: BRUOSH07 ADVANCED TERRA TESTING, INC. <br />