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
CLIENT GEI Consultants JOB NO. 2076-137
BORING NO . BL-102
' SAMPLED
TEST STARTED
12-31-01 CAL
DEPTH 19.2-19.5
B
Pt
U-1 TEST FINISHED 1-8-02 CAL
SAMPLE NO.
SOIL DESCR. .
,
Project #992 92 CELL NU MBER 18S
LOCATION: Bruce Park Dam SATURATED TEST Yes
TEST TYPE TX/CUpp CONF. PRES. PSF 1440
(in)
Ht
Init 4.014 Init. Area (sq in) 2.717
.
.
(in)
Ht
Consol 3.981 Consol. Area (sq in) 2.727
.
.
Back Pres. PSI 58.3 Strain Rate (in/min) 0.0071
Axial Axial Delta Axial Area Dev. Pore Delta Sigma Sigma Prin.
Load Load Ht. % Final Stress Pres.
PSI Pres.
PSF 3
PSF 1
PSF Stress
Ratio
Lbs. PSF In. Strain Sq In. PSF
0
0 0 0.000 0.00 2.727 0 58.3 0 1440 1440 1.00
.
23.3 1229 0.024 0.59 2.743 1222 61.6 484 956 2178
2591 2.28
74
3
36.4 1924 0.051 1.28 2.762 1899 63.4 748
784 692
656 2883 .
4.40
43.0 2272 0.078
106
0 1.97
67
2 2.782
802
2 2227
2499 63.7
63.5 758 682 3181 4.66
48.6
52
9 2567
2794 .
0.135 .
3.38 .
2.822 2699 63.2 710 730 3429 4.70
.
55.3
2918
0.163
4.09
2.843
2799
62.8
660
780 578
3
3768 4 59

4
53
58.4 3085 0.191 4.80 2.864 2937 62.5 609 831
879 3876 .
41
4
60.1 3172 0.219 5.51 2.886 2997 62.1
8
61 561
515 925 4015 .
4.34
62.4 3294
3446 0.247
275
0 6.21
6
91 2.907
2.929 3090
3208 .
61.5 466 974 4181 4.29
65.3
4
66 3507 .
0.303 .
7.61 2.951 3241 61.7 492 948 4188 4.42
.
0
69 3643 0.331 8.31 2.974 3340 61.5 464 976 4316 4.42
.
69
5 3670 359
0 9.02 2.997 3339 61.3 433 1007 4346 4.32
.
3
70 3714 .
0.387 9.73 3.021 3353 61.0 400 1040 4393 4.22
.
70
9 3745 0.415 10.42 3.044 3355 60.8 365 1075 4429 4.12
.
8
71 3794 0.443 11.13 3.069"` 3371 60.6 332 1108 4479 4.04
.
0
72 3803 0.472 11.86 3.094 3352 60.3 302 1138 4490 3.94
3
89
.
72.5 3831 0.501 12.58 3.119 3349 60.2 280 1160 4510
4446 .
78
3
71.4 3771 0.529 13.29 3.145 3270 60.1 264 1176
1193 4461 .
74
3
71.9 3799 0.557 13.99 3.170 3268
3222 60.0
9
59 247
232 1208 4431 .
3.67
71.5 3778
3773 0.585
614
0 14.71
42
15 3.197
3.224 3191 .
60.2 284 1156 4348 3.76
71.4
3
71 3766 .
0.642 .
16.13 3.251 3159 60.3 295 1145 4304 3.76
.
71
0 3748 0.671 16.85 3.279 3117 60.3 294 1146 4263 3.72
69
3
.
70.8 3740 0.699 17.56 3.308 3083 60.3 294 1146 4229
4218 .
67
3
71.1 3754 0.728 18.28 3.337 3068 60.3 290 1150
1159 4194 .
62
3
71.0 3748 0.757 19.03 3.368 3035 60.2
60
1 281
270 1170 4187 .
3.58
71.2 3762 0.789
813
0 19.82
43
20 3.401
427
3 3016
2786 .
60.2 273 1167 3953 3.39
66.3 3501 . . .

Data entry b y: SR Date: 01/10/2002
Data checked by: 1?2 Date: t Ifl 2?z
ADVANCED TERRA TE
STING, INC.
FileName: GIT02U 1B