2017-06-09_REVISION - M1980244

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 6/9/2017
• Doc Name: Adequacy Review Response #2
• From: CC&V
• To: DRMS
• Type & Sequence: TR89
• Email Name: TC1
• Media Type: D
• Archive: No

Test f�qadings for Specimen NoA
Def. Deviator Minor Eff. Major Eff. Pore
Dial Load Load Strain Stress Stress Stress 1:3 Press. P Q
No. in. Dial lbs. % psi psi psi Ratio psi psi psi
0 -1.3587 7.006 0.0 0.0 0.00 19.64 19.64 1.00 50.39 19.64 0.00
1 -1.3570 13.904 6.9 0.0 1.55 18.88 20.43 1.08 51.15 19.66 0.77
2 -1.3558 17.088 10.1 0.1 2.26 18.37 20.63 1.12 51.66 19.50 1.13
3 -1.3545 19.862 12.9 0.1 2.88 17.87 20.75 1.16 52.16 19.31 1.44
4 -1.3533 22.662 15.7 0.1 3.51 17.37 20.88 1.20 52.66 19.13 1.75
5 -1.3521 25.152 18.1 0.1 4.06 16.84 20.91 1.24 53.19 18.87 2.03
6 -1.3508 27.550 20.5 0.2 4.60 16.30 20.89 1.28 53.73 18.59 2.30
7 -1.3496 29.935 22.9 0.2 5.13 15.77 20.90 1.33 54.26 18.34 2.56
8 -1.3483 32.301 25.3 0.2 5.66 15.28 20.94 1.37 54.75 18.11 2.83
9 -1.3471 34.480 27.5 0.2 6.14 14.81 20.95 1.41 55.22 17.88 3.07
10 -1.3458 36.313 29.3 0.3 6.55 14.36 20.91 1.46 55.67 17.63 3.28
11 -1.3446 38.148 31.1 0.3 6.96 13.91 20.87 1.50 56.12 17.39 3.48
12 -1.3434 39.534 32.5 0.3 7.27 13.52 20.79 1.54 56.51 17.15 3.63
13 -1.3421 41.197 34.2 0.3 7.64 13.12 20.76 1.58 56.91 16.94 3.82
14 -1.3409 42.622 35.6 0.4 7.95 12.77 20.73 1.62 57.26 16.75 3.98
15 -1.3396 43.924 36.9 0.4 8.24 12.40 20.65 1.66 57.63 16.53 4.12
16 -1.3384 45.138 38.1 0.4 8.51 12.08 20.59 1.70 57.95 16.33 4.26
17 -1.3371 46.350 39.3 0.4 8.78 11.71 20.49 1.75 58.32 16.10 4.39
18 -1.3359 47.513 40.5 0.5 9.04 11.40 20.44 1.79 58.63 15.92 4.52
19 -1.3346 48.479 41.5 0.5 9.25 11.09 20.34 1.83 58.94 15.72 4.63
20 -1.3334 49.320 42.3 0.5 9.44 10.81 20.24 1.87 59.22 15.53 4.72
21 -1.3322 50.098 43.1 0.5 9.61 10.57 20.17 1.91 59.46 15.37 4.80
22 -1.3309 51.061 44.1 0.6 9.82 10.28 20.10 1.96 59.75 15.19 4.91
23 -1.3297 51.988 45.0 0.6 10.02 10.02 20.04 2.00 60.01 15.03 5.01
24 -1.3284 52.644 45.6 0.6 10.17 9.79 19.96 2.04 60.24 14.87 5.08
25 -1.3272 53.259 46.3 0.6 10.30 9.55 19.85 2.08 60.48 14.70 5.15
26 -1.3259 54.190 472 0.7 10.51 9.33 19.83 2.13 60.70 14.58 5.25
27 -1.3247 54.629 47.6 0.7 10.60 9.13 19.73 2.16 60.90 14.43 5.30
28 -1.3235 55.203 48.2 0.7 10.73 8.92 19.64 2.20 61.11 14.28 5.36
29 -1.3222 55.724 48.7 0.7 10.84 8.72 19.56 2.24 61.31 14.14 5.42
30 -1.3210 56.295 49.3 0.8 10.96 8.54 19.51 2.28 61.49 14.02 5.48
31 -1.3197 56.926 49.9 0.8 11.10 8.34 19.44 2.33 61.69 13.89 5.55
32 -1.3185 57.462 50.5 0.8 11.22 8.16 19.38 2.37 61.87 13.77 5.61
33 -1.3172 57.845 50.8 0.8 11.30 7.99 19.28 2.41 62.04 13.63 5.65
34 -1.3160 58281 51.3 0.9 11.39 7.84 19.23 2.45 62.19 13.53 5.70
35 -1.3148 58.841 51.8 0.9 11.51 7.68 19.20 2.50 62.35 13.44 5.76
36 -1.3135 59.213 52.2 0.9 11.59 7.53 19.12 2.54 62.50 13.32 5.80
37 -1.3123 59.542 52.5 0.9 11.66 7.39 19.06 2.58 62.64 13.22 5.83
38 -1.3110 59.904 52.9 1.0 11.74 7.27 19.01 2.61 62.76 13.14 5.87
39 -1.3098 60.431 53.4 1.0 11.86 7.12 18.98 2.66 62.91 13.05 5.93
40 -1.3085 60.571 53.6 1.0 11.88 6.99 18.87 2.70 63.04 12.93 5.94
41 -1.3035 61.884 54.9 1.1 12.16 6.55 18.71 2.86 63.48 12.63 6.08
42 -1.2986 62.818 55.8 1.2 12.36 6.16 18.52 3.01 63.87 12.34 6.18
43 -1.2936 63.670 56.7 1.3 12.53 5.67 18.20 3.21 64.36 11.94 6.27
44 -1.2886 64.668 57.7 1.4 12.74 5.38 18.12 3.37 64.65 11.75 6.37
45 -1.2836 65.068 58.1 1.5 12.81 5.16 17.97 3.49 64.87 11.56 6.41
46 -1.2787 65.669 58.7 1.6 12.93 4.95 17.88 3.61 65.08 11.42 6.47
Knight Piesold Geotechnical Lab.