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 Readings for Specimen No. 3
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
25 -0.1044 189.122 176.0 0.6 40.13 58.54 98.68 1.69 71.76 78.61 20.07
26 -0.1032 192.214 179.1 0.7 40.83 57.62 98.45 1.71 72.68 78.03 20.41
27 -0.1019 195.912 182.8 0.7 41.66 56.79 98.45 1.73 73.51 77.62 20.83
28 -0.1007 199.170 186.0 0.7 42.39 55.86 98.25 1.76 74.44 77.05 21.20
29 -0.0994 202.472 189.3 0.7 43.13 54.96 98.09 1.78 75.34 76.53 21.57
30 -0.0982 205.484 192.3 0.8 43.81 54.18 97.99 1.81 76.12 76.09 21.90
31 -0.0969 208.543 195.4 0.8 44.49 53.28 97.77 1.84 77.02 75.53 22.25
32 -0.0957 211.069 197.9 0.8 45.06 52.41 97.47 1.86 77.89 74.94 22.53
33 -0.0944 213.866 200.7 0.8 45.68 51.70 97.38 1.88 78.60 74.54 22.84
34 -0.0932 216.407 203.3 0.9 46.25 50.83 97.08 1.91 79.47 73.96 23.12
35 -0.0919 218.185 205.0 0.9 46.64 50.06 96.70 1.93 80.24 73.38 23.32
36 -0.0907 221.196 208.1 0.9 47.31 49.38 96.70 1.96 80.92 73.04 23.66
37 -0.0894 223.194 210.1 0.9 47.75 48.56 96.31 1.98 81.74 72.43 23.88
38 -0.0882 225.531 212.4 1.0 48.27 47.80 96.07 2.01 82.50 71.94 24.14
39 -0.0869 227.999 214.9 1.0 48.82 47.16 95.98 2.04 83.14 71.57 24.41
40 -0.0857 229.366 216.2 1.0 49.12 46.37 95.49 2.06 83.93 70.93 24.56
41 -0.0807 236.421 223.3 1.1 50.67 43.71 94.38 2.16 86.59 69.04 25.34
42 -0.0757 241.996 228.9 1.2 51.88 41.36 93.24 2.25 88.94 67.30 25.94
43 -0.0707 247.016 233.9 1.3 52.97 39.30 92.27 2.35 91.00 65.79 26.48
44 -0.0657 250.789 237.6 1.4 53.76 37.34 91.10 2.44 92.96 64.22 26.88
45 -0.0607 253.843 240.7 1.5 54.40 35.59 89.99 2.53 94.71 62.79 27.20
46 -0.0557 256.820 243.7 1.6 55.01 34.09 89.10 2.61 96.21 61.60 27.51
47 -0.0507 258.823 245.7 1.7 55.41 32.74 88.15 2.69 97.56 60.45 27.70
48 -0.0457 260.632 247.5 1.8 55.76 31.50 87.26 2.77 98.80 59.38 27.88
49 -0.0407 262.321 249.2 1.9 56.08 30.45 86.53 2.84 99.85 58.49 28.04
50 -0.0357 263.643 250.5 2.0 56.32 29.52 85.84 2.91 100.78 57.68 28.16
51 -0.0307 264.960 251.8 2.1 56.56 28.71 85.27 2.97 101.59 56.99 28.28
52 -0.0257 265.936 252.8 2.2 56.72 27.97 84.69 3.03 102.33 56.33 28.36
53 -0.0207 266.812 253.7 2.3 56.85 27.20 84.05 3.09 103.10 55.63 28.43
54 -0.0158 267.082 253.9 2.5 56.86 26.57 83.42 3.14 103.73 55.00 28.43
55 -0.0108 267.862 254.7 2.6 56.97 26.01 82.98 3.19 104.29 54.49 28.49
56 -0.0058 269.004 255.9 2.7 57.17 25.49 82.66 3.24 104.81 54.08 28.58
57 -0.0008 269.912 256.8 2.8 57.31 25.05 82.36 3.29 105.25 53.70 28.65
58 0.0042 270.275 257.1 2.9 57.33 24.65 81.98 3.33 105.65 53.32 28.66
59 0.0092 270.764 257.6 3.0 57.38 24.31 81.69 3.36 105.99 53.00 28.69
60 0.0142 270.994 257.9 3.1 57.37 23.98 81.35 3.39 106.32 52.67 28.68
61 0.0192 271.116 258.0 3.2 57.34 23.62 80.96 3.43 106.68 52.29 28.67
62 0.0242 272.464 259.3 3.3 57.58 23.33 80.91 3.47 106.97 52.12 28.79
63 0.0292 272.449 259.3 3.4 57.51 23.03 80.54 3.50 107.27 51.79 28.76
64 0.0342 272.833 259.7 3.5 57.54 22.82 80.35 3.52 107.48 51.58 28.77
65 0.0392 273.447 260.3 3.6 57.61 22.62 80.23 3.55 107.68 51.42 28.81
66 0.0442 273.894 260.8 3.7 57.65 22.42 80.07 3.57 107.88 51.24 28.82
67 0.0492 274.414 261.3 3.8 57.70 22.30 80.00 3.59 108.00 51.15 28.85
68 0.0542 274.931 261.8 3.9 57.76 22.04 79.80 3.62 108.26 50.92 28.88
69 0.0591 275.088 261.9 4.0 57.73 21.88 79.61 3.64 108.42 50.74 28.86
70 0.0641 275.655 262.5 4.1 57.79 21.74 79.53 3.66 108.56 50.64 28.90
71 0.0691 275.997 262.9 4.2 57.81 21.61 79.42 3.67 108.69 50.52 28.90
Knight Piesold Geotechnical Lab.