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TRIAXIAL COMPRESSION TEST DATA <br />i <br />r~ <br />L_J <br />CLIENT GEI Consultants JOB NO. 2076-137 <br />BORING NO. BL-102 SAMP LED <br />DEPTH 19.2-19.5' TEST STARTED 12-31-01 CAL <br />SAMPLE NO. U-1, Pt. B TEST FINISHED 1-8-02 CAL <br />SOILDESCR. Project #99 292 CELL NUMBER t8S <br />LOCATION : Bruce Park Dam SATURATED TEST Yes <br />TEST TYPE TX/CUpp CONF . PRES. PSF 1440 <br />Init. Ht. (in) 4.014 Init. Area (sq in) 2.717 <br />Consol. Ht. (in) 3.981 Consol. Area (sq in) 2.727 <br />Back Pres. PSI 58.3 Strain Rate (in/min) 0,0071 <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 2.727 0 58.3 0 1440 1440 1.00 <br />23.3 1229 0.024 0.59 2.743 1222 61.6 484 956 2178 2.28 <br />36.4 1924 0.051 1.28 2.762 1899 63.4 748 692 2591 3.74 <br />43.0 2272 0.078 1.97 2.782 2227 63.7 784 656 2883 4.40 <br />48.6 2567 0.106 2.67 2.802 2499 63.5 758 682 3181 4,66 <br />52.9 2794 0.135 3.38 2.822 2699 63.2 710 730 3429 4.70 <br />55.3 2918 0.163 4.09 2.843 2799 62.8 660 780 3578 4.59 <br />58.4 3085 0.191 4.80 2.864 2937 62.5 609 831 3768 4.53 <br />60.1 3172 0.219 5.51 2.886 2997 62.1 561 879 3876 4.41 <br />62.4 3294 0.247 6.21 2.907 3090 61.8 515 925 4015 4.34 <br />65.3 3446 0.275 6.91 2.929 3208 61.5 466 974 4181 4.29 <br />66.4 3507 0.303 7.61 2.951 3241 61.7 492 948 4188 4.42 <br />69.0 3643 0.331 8.31 2.974 3340 61.5 464 976 4316 4.42 <br />69.5 3670 0.359 9.02 2.997 3339 61.3 433 1007 4346 4.32 <br />70.3 3714 0.387 9.73 3.021 3353 61.0 400 1040 4393 4.22 <br />70.9 3745 0.415 10.42 3.044 3355 60.8 365 1075 4429 4.12 <br />71.8 3794 0.443 11.13 3.069" 3371 60.6 332 1108 4479 4.04 <br />72.0 3803 0.472 11.86 3.094 3352 60.3 302 1138 4490 3.94 <br />72.5 3831 0.501 12.58 3.119 3349 60.2 280 1160 4510 3.89 <br />71.4 3771 0.529 13.29 3.145 3270 60.1 264 1176 4446 3.78 <br />71.9 3799 0.557 13.99 3.170 3268 60.0 247 1193 4461 3.74 <br />71.5 3778 0.585 14.71 3.197 3222 59.9 232 1208 4431 3.67 <br />71.4 3773 0.614 15.42 3.224 3191 60.2 284 1156 4348 3.76 <br />71.3 3766 0.642 16.13 3.251 3159 60.3 295 1145 4304 3.76 <br />71.0 3748 0.671 16.85 3.279 3117 60.3 294 1146 4263 3.72 <br />70.8 3740 0.699 17.56 3.308 3083 60.3 294 1146 4229 3.69 <br />71.1 3754 0.728 18.28 3.337 3068 60.3 290 1150 4218 3.67 <br />7i.0 3748 0.757 t9.03 3.368 3035 60.2 281 1159 4194 3.62 <br />71.2 3762 0.789 19.82 3.401 3016 60.1 270 1170 4187 3.58 <br />66.3 3501 0.813 20.43 3.427 2786 60.2 273 1167 3953 3.39 <br />Data entry b y: SR Date: 01!10!2002 <br />Data checked by: I~2 Date: t 10 2roz~ <br />FileName: GIT02U1 B ADVANCED TERRA TES TING, INC . <br />