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TRIAXiAL COMPRESSION TEST DATA <br />• CLIENT <br />• <br />• <br />Buckhorn Geotech <br />JOB NO. <br />2541-15 <br />BORING NO. BG05-05 SAMPLED 08-03-05 BRB <br />DEPTH 20.0-21.5' TEST STARTED 08-10-05 CAL <br />SAMPLE NO. SH-1 A TEST FINISHED 08-17-05 CAL <br />SOIL DESCR. Project #05-1 26-GEO CELL NU MBER 23S <br />LOCATION: Bowie Mine SATURATED TEST Yes <br />TEST TYPE TX/CUpp CONF. PRES. PS F 11520 <br />Init. Ht. (in ) 5.755 Init. Area (sq in) 6.510 <br />Consol. Ht. (in) 5.665 Consol. Area (sq i n} 6.276 <br />Back Pres. PSI 48.1 Strain Ra te (in/min) 0.0033 <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 6.276 0 48.1 0 11520 11520 1.00 <br />16.5 378 0.025 0.45 6.304 377 48.4 54 11466 11$42 1.03 <br />91.2 2092 0.051 0.91 6.333 2073 54.6 949 10571 12644 1.20 <br />359.7 8254 0.075 1.33 6.360 8144 77.0 4163 7357 15501 2.11 <br />436.0 10004 0.100 1.77 6.389 9826 86.6 5547 5973 15799 2.65 <br />486.8 11169 0.130 2.30 6.424 10912 91.4 6246 5274 16186 3.07 <br />525.5 12058 0.160 2.83 6.459 11717 93.4 6534 4986 16703 3.35 <br />548.3 12581 0.186 3.29 6.490 12166 94.1 6632 4888 17054 3.49 <br />574.4 13181 0.218 3.85 6.527 12673 94.2 6645 4875 17548 3.60 <br />596.4 13685 0.249 4.40 6.565 13083 93.8 6593 4927 18010 3.66 <br />614.8 14106 0.276 4.87 6.597 13418 93.4 6531 4989 18407 3.69 <br />636.5 14605 0.308 5.43 6.636 13812 92.7 6428 5092 18904 3.71 <br />648.1 14871 0.338 5.98 6.675 13982 91.9 6310 5210 19192 3.68 <br />664.7 15252 0.365 6.45 6.708 14269 91.1 6204 5316 19585 3.68 <br />678.3 15564 0.396 6.99 6.748 14475 90.3 6084 5436 19912 3.66 <br />694.3 15930 0.427 7.54 6.788 14728 89.5 5968 5552 20280 3.65 <br />703.7 16147 0.454 8.02 6.823 14852 88.9 5876 5644 20496 3.63 <br />718.3 16480 0.486 8.5$ 6.$65 15067 8$.1 5764 5756 20823 3.62 <br />730.2 16754 0.517 9.13 6.907 15224 87.3 5654 5866 21091 3.60 <br />738.8 16952 0.544 9.61 6.943 15323 86.7 5566 5954 21277 3.57 <br />754.8 17318 0.579 10.23 6.991 15547 85.9 5456 6064 21612 3.56 <br />762.2 17488 0.610 10.76 7.033 15606 85.4 5378 6142 21748 3.54 <br />769.5 17656 0.636 11.22 7.069 15674 84.9 5306 6214 21888 3.52 <br />778.2 17856 0.667 11.78 7.114 15753 84.3 5220 6300 22054 3.50 <br />785.0 18013 0.699 12.33 7.159 15791 83.7 5139 6381 22173 3.47 <br />797.1 18289 0.725 12.80 7.197 15947 83.3 5071 6449 22396 3.47 <br />799.0 18333 0.757 13.36 7.244 15884 82.7 4992 6528 22412 3.43 <br />809.1 18566 0.788 13.91 7.289 15984 82.3 4933 6587 22571 3.43 <br />814.5 18689 0.814 14.37 7.329 16004 ~ 81.9 4872 6648 22652 3.41 <br />820.5 18826 0.845 14.91 7.376 16019 81.4 4804 6716 22736 3.39 <br />Data entry by: SR Date: 08/18/2005 <br />Data checked by: c....c Dater <br />FileName: BRTOSHIA 7 _~ ADVANCED TERRA TESTING, INC. <br />