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TRIAXIAL COMPRESSION TEST DATA <br />• <br />I-~ <br />U <br />:7 <br />CLIENT Buckhorn Geotech JOB NO. 2541-15 <br />BORING NO. BG05-05 SAMPLE D 08-03-05 BRB <br />DEPTH 20.0-21.5' TEST STARTED 08-10-05 CAL <br />SAMPLE NO. SH-1 C TEST FINISHED 08-17-05 CAL <br />SOIL DESCR. Project #05-126-GEO CELL NUMBER 25S <br />LOCATION: Bowie Mine SATURATED TEST Yes <br />TEST TYPE TX/CUpp CONF. P RES. PS F 2880 <br />Init. Ht. (in) 5.753 Init. Area (sq in) 6.353 <br />Consol. Ht. (in) 5.675 Consol. Area (sq in) 6.096 <br />Back Pres. PSI 48.0 ~ Strain Ra te (in/min) 0.0029 <br />Axial Axial Delta Axial Area Dev. Pore Delta Sigma Sigma Prin. <br />Load Load Ht. % Final Stress Pres. Pres. 3 1 Stress <br />Lbs. PSF In. Strain Sq In. PSF PSI PSF PSF PSF Ratio <br />0.0 0 0.000 0.00 6.096 0 48.0 0 2880 2880 1.00 <br />18.7 441 0.011 0.19 6.108 440 49.1 147 2733 3174 1.16 <br />67.8 1602 0.030 0.53 6.129 1593 53.9 839 2041 3634 1.78 <br />88.9 2100 0.059 1.04 6.161 2078 58.7 1532 1348 3427 2.54 <br />96.1 2270 0.085 1.50 6.189 2236 60.3 1761 1119 3355 3.00 <br />101.0 2385 0.116 2.04 6.223 2336 61.2 1891 989 3325 3.36 <br />105.9 2502 0.147 2.59 6.258 2437 61.7 1962 918 3355 3.65 <br />109.4 2584 0.173 3.06 6.289 2505 62.1 2020 860 3364 3.91 <br />114.0 2692 0.205 3.61 6.325 2595 62.2 2037 843 3437 4.08 <br />118.6 2803 0.236 4.15 6.360 2686 62.2 2040 840 3527 4.20 <br />123.1 2907 0.263 4.63 6.392 2773 62.2 2035 845 3618 4.28 <br />127.3 3007 0.294 5.18 6.429 2852 62.1 2031 849 3701 4.36 <br />131.4 3105 0.325 5.73 6:467 2927 62.2 2038 842 3769 4.48 <br />135.5 3201 0.352 6.20 6.499 3003 62.1 2019 861 3864 4.49 <br />140.7 3325 0.384 6.76 6.538 3100 61.9 1999 881 3981 4.52 <br />145.1 3426 0.415 7.32 6.578 3175 61.8 1976 904 4079 4.51 <br />149.2 3523 0.442 7.78 6.611 3249 61.8 1980 900 4149 4.61 <br />154.0 3638 0.473 8.33 6.650 3335 61.6 1957 923 4258 4.61 <br />157.9 3729 0.504 8.87 6.690 3398 61.5 1932 948 4346 4.58 <br />162.0 3827 0.530 9.34 6.724 3469 61.3 1911 969 443$ 4.58 <br />165.8 3916 0.561 9.$8 6.765 3529 61.2 1892 988 4518 4.57 <br />169.7 4008 0.592 10.43 6.806 3590 61.1 1888 992 4582 4.62 <br />172.6 4078 0.619 10.90 6.842 3633 61.0 1864 1016 4650 4.58 <br />175.4 4143 0.650 11.45 6.885 3669 60.8 1841 1039 4708 4.53 <br />180.5 4264 0.681 12.01 6.928 3752 60.6 1814 1066 4817 4.52 <br />183.6 4338 0.708 12.48 6.966 3796 60.7 1818 1062 4858 4.58 <br />187.0 4417 0.739 13.02 7.009 3842 60.5 1791 1089 4931 4.53 <br />190.3 4496 0.770 13.56 7.053 3886 60.3 1767 1113 5000 4.49 <br />192.$ 4555 0.796 14.02 7.091 3916 60.2 1746 1134 5050 4.45 <br />196.3 4636 0.827 14.57 7.136 3960 60.0 1727 19 53 5114 4.43 <br />Data entry by: SR Date: 08!1812005 <br />Data checked by:_ ~.1L Date: p' isr o s <br />FileName: BRTOSH1C ADVANCED TERRA TESTING, INC. <br />