2008-11-24_PERMIT FILE - C1996083 ‎(13)‎

• Permit No: C1996083
• IBM Index Class Name: Permit File
• Doc Date: 11/24/2008
• Doc Name: Addendum to Geotechnical Data Report Bruce Park Dam, GEI Consultants, July 2002
• Section_Exhibit Name: Volume X Bruce Park Dam Geotechnical Studies
• Media Type: D
• Archive: No

TRIAXIAL COMPRESSION TEST DATA
0)
77
CLIENT GEI Consultants JOB NO. 2076-137
BORING NO. BL-102 SAMPLED
DEPTH 18.8-19.2' TEST STARTED 12-31-01 CAL
SAMPLE NO. U-1, Pt. C TEST FINISHED 1-8-02 CAL
SOIL DESCR. Project #99292 CELL NU MBER 16S
LOCATION: Bruce Park Dam SATURATED TEST Yes
TEST TYPE TX/CUpp CONF. PRES. PSF 576
Init. Ht. (in) 4.026 Init. Area (sq in) 2.703
Consol. Ht. (in) 3.994 Consol. Area (sq in) 2.809
Back Pres. PSI 68.0 Strain Rate (in/min) 0.0052
Axial Axial Delta Axial Area Dev. Pore Delta Sigma Sigma Prin.
Load Load Ht. % Final Stress Pres. Pres. 3 1 Stress
Lbs. PSF In. Strain Sq In. PSF PSI PSF PSF PSF Ratio
0
0 0 0.000 0.00 2.809 0 68.0 0 576 .576 1.00
.
2
20 1036 0.019 0.47 2.823 1032 70.0 300 276 1307 4.74
.
4
25 1303 0.046 1.16 2.842 1288 70.3 330 246 1535 6.23
.
0
29 1486 0.074 1.85 2.862 1459 70.2 320 256 1714 6.71
.
0
31 1588 0.101 2.53 2.882 1548 70.3 335 241 1789 7.43
.
7
32 1677 0.129 3.22 2.903 1623 70.1 304 272 1894 6.97
.
6
35 1825 0.156 3.91 2.924 1754 69.8 271 305 2059 6.75
.
1
37 1904 0.184 4.61 2.945 1816 69.6 230 346 2162 6.25
.
2
38 1959 0.213 5.32 2.967 1855 69.3 190 386 2241 5.81
.
2
39 2011 0.241 6.03 2.989 1889 69.0 147 429 2318 5.40
.
0
41 2100 0.269 6.74 3.012 1958 68.7 109 467 2426 5.19
.
4
42 2174 0.298 7.45 3.035 2012 68.7 102 474 2486 5.25
.
9
42 2197 0.326 8.16 3.059 2017 68.8 122 454 2472 5.44
.
5
45 2330 0.354 8.85 3.082 2124 68.7 105 471 2595 5.51
.
0
46 2358 0.382 9.56 3.106 2132 68.5 79 497 2629 5.29
.
1
47 2416 0.411 10.28 3.131 2168 68.3 48 528 2696 5.11
.
8
46 2397 0.439 10.98 3.156 2134 68.1 20 556 2690 4.84
.
48
2 2471 0.468 11.71 3.182 2181 67.9 -15 591 2773 4.69
.
49
1 2518 0.496 12.42 3.208 2205 67.6 -48 624 2829 4.54
.
3
50 2577 0.525 13.15 3.235 2238 67.9 -13 589 2827 4.80
.
8
50 2605 0.554 13.87 3.262 2243 67.9 -11 587 2830 4.82
.
9
51 2663 0.582 14.58 3.289 2275 67.8 -24 600 2874 4.79
.
52
7 2703 0.610 15.29 3.316 2290 67.7 -42 618 2908 4.70
.
5
53 2741 0.639 16.00 3.344 2303 67.5 -69 645 2947 4.57
.
54
4 2788 0.668 16.73 3.374 2322 67.3 -95 671 2993 4.46
.
7
54 2802 0.697 17.44 3.403 2313 67.1 -119 695 3009 4.33
.
55
6 2852 0.726 18.17 3.433 2334 66.9 -147 723 3057 4.23
.
1
56 2877 0.754 18.88 3.463 2334 67.2 -107 683 3017 4.41
.
4
56 2890 0.783 19.60 3.494 2324 67.3 -101 677 3001 4.43
.
53.5 2743 0.810 20.27 3.523 2187 67.2 -105 681 2868 4.21
Data entry by: SR Date: 01/1012002
.
Data checke d by: K
4Z- Date: 1 o 1-
0
_
- ADVANCED TERRA TESTING, INC.
FileName: GIT02U 1 C