2020-06-29_PERMIT FILE - M2020007 ‎(3)‎

• Permit No: M2020007
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2020
• Doc Name: Adequacy Review Response #3
• From: Environment, Inc.
• To: DRMS
• Email Name: ECS
• Media Type: D
• Archive: No

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Def. Deviator Minor Eff. Major Eff. Pore
Dial Load Load Strain Stress Stress Stress 1:3 Press. P Q
No. in. Dial lbs. % ksf ksf ksf Ratio psi ksf ksf
19 0.0437 52.995 47.0 0.6 1.52 3.22 4.73 1.47 45.71 3.97 0.76
20 0.0462 53.952 48.0 0.7 1.55 3.17 4.72 1.49 46.03 3.94 0.77
21 0.0474 55.406 49.4 0.7 1.59 3.14 4.74 1.51 46.22 3.94 0.80
22 0.0499 56.596 50.6 0.8 1.63 3.11 4.74 1.52 46.45 3.93 0.82
23 0.0512 57.505 51.5 0.8 1.66 3.08 4.74 1.54 46.64 3.91 0.83
24 0.0549 58.560 52.6 0.9 1.69 3.02 4.72 1.56 47.06 3.87 0.85
25 0.0562 60.672 54.7 0.9 1.76 2.99 4.75 1.59 47.28 3.87 0.88
26 0.0575 59.441 53.4 0.9 1.72 2.97 4.69 1.58 47.44 3.83 0.86
27 0.0587 61.820 55.8 0.9 1.80 2.97 4.77 1.61 47.43 3.87 0.90
28 0.0600 61.031 55.0 1.0 1.77 2.95 4.72 1.60 47.57 3.83 0.89
29 0.0612 62.838 56.8 1.0 1.83 2.90 4.73 1.63 47.91 3.81 0.91
30 0.0675 64.756 58.8 1.1 1.89 2.84 4.72 1.67 48.35 3.78 0.94
31 0.0725 68.642 62.6 1.2 2.01 2.76 4.77 1.73 48.91 3.76 1.01
32 0.0775 69.453 63.5 1.3 2.04 2.71 4.75 1.75 49.21 3.73 1.02
33 0.0825 72.291 66.3 1.4 2.12 2.67 4.79 1.80 49.52 3.73 1.06
34 0.0875 73.700 67.7 1.5 2.17 2.59 4.76 1.84 50.07 3.67 1.08
35 0.0925 75.769 69.8 1.6 2.23 2.54 4.77 1.88 50.40 3.66 1.12
36 0.0975 77.148 71.1 1.7 2.27 2.50 4.77 1.91 50.70 3.63 1.14
37 0.1025 79.400 73.4 1.8 2.34 2.43 4.78 1.96 51.14 3.61 1.17
38 0.1075 80.635 74.6 1.9 2.38 2.39 4.77 1.99 51.42 3.58 1.19
39 0.1175 83.424 77.4 2.1 2.46 2.30 4.77 2.07 52.06 3.53 1.23
40 0.1275 85.747 79.7 2.3 2.53 2.25 4.78 2.13 52.43 3.51 1.27
41 0.1325 86.471 80.5 2.4 2.55 2.19 4.75 2.16 52.81 3.47 1.28
42 0.1375 87.294 81.3 2.6 2.58 2.19 4.77 2.17 52.81 3.48 1.29
43 0.1426 88.720 82.7 2.7 2.62 2.14 4.76 2.22 53.18 3.45 1.31
44 0.1526 90.345 84.3 2.9 2.66 2.10 4.77 2.27 53.44 3.43 1.33
45 0.1576 91.609 85.6 3.0 2.70 2.06 4.77 2.31 53.70 3.42 1.35
46 0.1626 93.001 87.0 3.1 2.74 2.04 4.78 2.35 53.90 3.41 1.37
47 0.1726 93.995 88.0 3.3 2.77 1.98 4.75 2.40 54.29 3.36 1.38
48 0.1826 94.762 88.8 3.5 2.79 1.97 4.75 2.41 54.37 3.36 1.39
49 0.1876 97.084 91.1 3.6 2.86 1.94 4.80 2.47 54.56 3.37 1.43
50 0.1976 98.019 92.0 3.8 2.88 1.92 4.79 2.50 54.74 3.35 1.44
51 0.2076 99.429 93.4 4.0 2.92 1.85 4.77 2.57 55.18 3.31 1.46
52 0.2226 101.093 95.1 4.3 2.96 1.82 4.78 2.63 55.40 3.30 1.48
53 0.2326 102.272 96.3 4.5 2.99 1.78 4.77 2.68 55.66 3.28 1.49
54 0.2477 103.415 97.4 4.8 3.02 1.74 4.76 2.73 55.94 3.25 1.51
55 0.2577 104.411 98.4 5.0 3.04 1.70 4.74 2.79 56.27 3.22 1.52
56 0.2627 105.547 99.5 5.1 3.07 1.69 4.76 2.82 56.32 3.22 1.54
57 0.2752 106.546 100.5 5.4 3.09 1.68 4.78 2.84 56.37 3.23 1.55
58 0.2877 108.596 102.6 5.6 3.15 1.64 4.79 2.92 56.68 3.21 1.57
59 0.3002 109.836 103.8 5.9 3.18 1.64 4.82 2.94 56.66 3.23 1.59
60 0.3377 112.293 106.3 6.6 3.23 1.56 4.79 3.06 57.19 3.18 1.61
61 0.3627 115.139 109.1 7.1 3.29 1.53 4.82 3.15 57.43 3.18 1.65
62 0.3877 117.386 111.4 7.6 3.34 1.52 4.86 3.20 57.49 3.19 1.67
63 0.4253 118.826 112.8 8.4 3.36 1.49 4.85 3.25 57.67 3.17 1.68
64 0.4503 120.398 114.4 8.9 3.39 1.46 4.85 3.32 57.90 3.16 1.69
65 0.4753 121.938 115.9 9.4 3.41 1.45 4.86 3.36 58.00 3.15 1.71
Knight Piesold Geotechnical Lab.