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TRIAXIAL COMPRESSION TEST DATA <br />CLIENT <br />Buckhorn Geotech <br />JOB NO. <br />2541 -15 <br />BORING NO. <br />BG05 -05 <br />SAMPLED <br />08 -03 -05 BRB <br />DEPTH <br />20.0 -21.5' <br />TEST STARTED <br />08 -10 -05 CAL <br />SAMPLE NO. <br />SH -1 C <br />TEST FINISHED <br />08 -17 -05 CAL <br />SOIL DESCR. <br />Project #05- 126 -GEO <br />CELL NUMBER <br />25S <br />LOCATION: <br />Bowie Mine <br />SATURATED TEST <br />Yes <br />TEST TYPE <br />TX/CUpp <br />CONF. PRES. PSF <br />2880 <br />Init. Ht. (in) <br />5.753 <br />Init. Area <br />(sq in) <br />6.353 <br />Consol. Ht. <br />(in) <br />5.675 <br />Consol. Area (sq in) <br />6.096 <br />Back Pres. <br />PSI <br />48.0 <br />Strain Rate (in /min) <br />0.0029 <br />Axial <br />Axial <br />Delta <br />Axial <br />Area <br />Dev. <br />Pore <br />Delta <br />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 />6.096 <br />0 <br />48.0 <br />0 <br />2880 <br />2880 <br />1.00 <br />18.7 <br />441 <br />0.011 <br />0.19 <br />6.108 <br />440 <br />49.1 <br />147 <br />2733 <br />3174 <br />1.16 <br />67.8 <br />1602 <br />0.030 <br />0.53 <br />6.129 <br />1593 <br />53.9 <br />839 <br />2041 <br />3634 <br />1.78 <br />88.9 <br />2100 <br />0.059 <br />1.04 <br />6.161 <br />2078 <br />58.7 <br />1532 <br />1348 <br />3427 <br />2.54 <br />96.1 <br />2270 <br />0.085 <br />1.50 <br />6.189 <br />2236 <br />60.3 <br />1761 <br />1119 <br />3355 <br />3.00 <br />101.0 <br />2385 <br />0.116 <br />2.04 <br />6.223 <br />2336 <br />61.2 <br />1891 <br />989 <br />3325 <br />3.36 <br />105.9 <br />2502 <br />0.147 <br />2.59 <br />6.258 <br />2437 <br />61.7 <br />1962 <br />918 <br />3355 <br />3.65 <br />109.4 <br />2584 <br />0.173 <br />3.06 <br />6.289 <br />2505 <br />62.1 <br />2020 <br />860 <br />3364 <br />3.91 <br />114.0 <br />2692 <br />0.205 <br />3.61 <br />6.325 <br />2595 <br />62.2 <br />2037 <br />843 <br />3437 <br />4.08 <br />118.6 <br />2803 <br />0.236 <br />4.15 <br />6.360 <br />2686 <br />62.2 <br />2040 <br />840 <br />3527 <br />4.20 <br />123.1 <br />2907 <br />0.263 <br />4.63 <br />6.392 <br />2773 <br />62.2 <br />2035 <br />845 <br />3618 <br />4.28 <br />127.3 <br />3007 <br />0.294 <br />5.18 <br />6.429 <br />2852 <br />62.1 <br />2031 <br />849 <br />3701 <br />4.36 <br />131.4 <br />3105 <br />0.325 <br />5.73 <br />6.467 <br />2927 <br />62.2 <br />2038 <br />842 <br />3769 <br />4.48 <br />135.5 <br />3201 <br />0.352 <br />6.20 <br />6.499 <br />3003 <br />62.1 <br />2019 <br />861 <br />3864 <br />4.49 <br />140.7 <br />3325 <br />0.384 <br />6.76 <br />6.538 <br />3100 <br />61.9 <br />1999 <br />881 <br />3981 <br />4.52 <br />145.1 <br />3426 <br />0.415 <br />7.32 <br />6.578 <br />3175 <br />61.8 <br />1976 <br />904 <br />4079 <br />4.51 <br />149.2 <br />3523 <br />0.442 <br />7.78 <br />6.611 <br />3249 <br />61.8 <br />1980 <br />900 <br />4149 <br />4.61 <br />154.0 <br />3638 <br />0.473 <br />8.33 <br />6.650 <br />3335 <br />61.6 <br />1957 <br />923 <br />4258 <br />4.61 <br />157.9 <br />3729 <br />0.504 <br />8.87 <br />6.690 <br />3398 <br />61.5 <br />1932 <br />948 <br />4346 <br />4.58 <br />162.0 <br />3827 <br />0.530 <br />9.34 <br />6.724 <br />3469 <br />61.3 <br />1911 <br />969 <br />4438 <br />4.58 <br />165.8 <br />3916 <br />0.561 <br />9.88 <br />6.765 <br />3529 <br />61.2 <br />1892 <br />988 <br />4518 <br />4.57 <br />169.7 <br />4008 <br />0.592 <br />10.43 <br />6.806 <br />3590 <br />61.1 <br />1888 <br />992 <br />4582 <br />4.62 <br />172.6 <br />4078 <br />0.619 <br />10.90 <br />6.842 <br />3633 <br />61.0 <br />1864 <br />1016 <br />4650 <br />4.58 <br />175.4 <br />4143 <br />0.650 <br />11.45 <br />6.885 <br />3669 <br />60.8 <br />1841 <br />1039 <br />4708 <br />4.53 <br />180.5 <br />4264 <br />0.681 <br />12.01 <br />6.928 <br />3752 <br />60.6 <br />1814 <br />1066 <br />4817 <br />4.52 <br />183.6 <br />4338 <br />0.708 <br />12.48 <br />6.966 <br />3796 <br />60.7 <br />1818 <br />1062 <br />4858 <br />4.58 <br />187.0 <br />4417 <br />0.739 <br />13.02 <br />7.009 <br />3842 <br />60.5 <br />1791 <br />1089 <br />4931 <br />4.53 <br />190.3 <br />4496 <br />0.770 <br />13.56 <br />7.053 <br />3886 <br />60.3 <br />1767 <br />1113 <br />5000 <br />4.49 <br />192.8 <br />4555 <br />0.796 <br />14.02 <br />7.091 <br />3916 <br />60.2 <br />1746 <br />1134 <br />5050 <br />4.45 <br />196.3 <br />4636 <br />0.827 <br />14.57 <br />7.136 <br />3960 <br />60.0 <br />1727 <br />1153 <br />5114 <br />4.43 <br />Data entry by: <br />SR <br />Date: <br />08/18/2005 <br />Data checked by: .1L <br />Date: pis- o s <br />FileName: <br />BRT0SH1C <br />ADVANCED TERRA <br />TESTING, INC. <br />