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TRIAXIAL COMPRESSION TEST DATA <br />i• <br /> <br />~, <br />LJ <br />CLIENT GEI Consultants JOB NO. 2076-137 <br />BORING NO. BL-102 SAMPLED <br />DEPTH 18.8-19.2' TEST STARTED 12-31-01 CAL <br />SAMPLE NO. U-1, Pt. C TEST FINISHED 1-8-02 CAL <br />SOIL DESCR. Project#99292 CELL NUMBER 16S <br />LOCATION: Bruce Park Dam SATU RATED TEST Yes <br />TEST TYPE TX/CUpp CONF . PRES. PSF 576 <br />Init. Ht. (in) 4.026 Init. Ar ea (sq in) 2.703 <br />Consol. Ht. (in) 3.994 Consol. Area (sq in) 2.809 <br />Back Pres. PSI 68.0 Strain Rate (in/min) 0.0052 <br />Axial Axial Deka 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 2.809 0 68.0 0 576 576 1.00 <br />20.2 1036 0.019 0.47 2.823 1032 70.0 300 276 1307 4.74 <br />25.4 1303 0.046 1.16 2.542 1288 70.3 330 246 1535 6.23 <br />29.0 1486 0.074 1.85 2.862 1459 70.2 320 256 1714 6.71 <br />31.0 1588 0.101 2.53 2.882 1548 70.3 335 241 1789 7.43 <br />32.7 1677 0.129 3.22 2.903 1623 70.1 304 272 1894 6.97 <br />35.6 1825 0.156 3.91 2.924 1754 69.8 271 305 2059 6.75 <br />37.1 1904 0.184 4.61 2.945 1816 69.6 230 346 2162 6.25 <br />38.2 1959 0.213 5.32 2.967 1855 69.3 190 386 2241 5.81 <br />39.2 2011 0.241 6.03 2.989 1889 69.0 147 429 2318 5.40 <br />41.0 2100 0.269 6.74 3.012 1958 68.7 109 467 2426 5.19 <br />42.4 2174 0.298 7.45 3.035 2012 68.7 102 474 2486 5.25 <br />42.9 2197 0.326 8.16 3.059 2017 68.8 122 454 2472 5.44 <br />45.5 2330 0.354 8.85 3.082 2124 68.7 105 471 2595 5.51 <br />46.0 2358 0.382 9.56 3.106 2132 68.5 79 497 2629 5.29 <br />47.1 2416 0.411 10.28 3.131 2168 68.3 48 528 2696 5.11 <br />46.8 2397 0.439 10.98 3.156 2134 68.1 20 556 2690 4.84 <br />48.2 2471 0.468 11.71 3.182 2181 67.9 -15 591 2773 4.69 <br />49.1 2518 0.496 12.42 3.208 2205 67.6 -48 624 2829 4.54 <br />50.3 2577 0.525 13.15 3.235 2238 67.9 -13 589 2827 4.80 <br />50.8 2605 0.554 13.87 3.262 2243 67.9 -11 587 2830 4.82 <br />51.9 2663 0.582 14.58 3.289 2275 67.8 -24 600 2874 4.79 <br />52.7 2703 0.610 15.29 3.316 2290 67.7 -42 618 2908 4.70 <br />53.5 2741 0.639 16.00 3.344 2303 67.5 -69 645 2947 4.57 <br />54.4 2788 0.668 16.73 3.374 2322 67.3 -95 671 2993 4.46 <br />54.7 2802 0.697 17.44 3.403 2313 67.1 -119 695 3009 4.33 <br />55.6 2852 0.726 18.17 3.433 2334 66.9 -147 723 3057 4.23 <br />56.1 2877 0.754 18.88 3.463 2334 67.2 -107 683 3017 4.41 <br />56.4 2890 0.783 19.60 3.494 2324 67.3 -101 677 3001 4.43 <br />53.5 2743 0.810 20.27 3.523 2187 67.2 -105 681 2868 4.21 <br />Data entry by: SR Date: 01/10/2002 <br />Data checke d by: V4L Date: ~ o too~- <br />FileName: GIT02U1C ADVANCED TERRA TESTING, INC . <br />