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 tor Specimen No. 2
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
72 -1.1492 135.258 110.2 4.3 24.02 8.62 32.64 3.79 81.54 20.63 12.01
73 -1.1442 135.216 110.1 4.4 23.98 8.68 32.67 3.76 81.48 20.68 11.99
74 -1.1392 136.013 110.9 4.5 24.13 8.76 32.89 3.75 81.40 20.83 12.07
75 -1.1342 136.650 111.5 4.6 24.24 8.64 32.88 3.81 81.52 20.76 12.12
76 -1.1292 136.480 111.4 4.7 24.18 8.59 32.77 3.82 81.57 20.68 12.09
77 -1.1242 136.842 111.7 4.8 24.23 8.69 32.92 3.79 81.47 20.80 12.12
78 -1.1192 137.794 112.7 4.9 24.42 8.74 33.15 3.79 81.42 20.95 12.21
79 -1.1142 137.968 112.9 5.0 24.43 8.91 33.34 3.74 81.25 21.13 12.21
80 -1.1092 138.155 113.1 5.1 24.44 8.61 33.06 3.84 81.55 20.84 12.22
81 -1.0968 139.303 114.2 5.3 24.62 8.68 33.30 3.84 81.48 20.99 12.31
82 -1.0843 140.240 115.1 5.6 24.76 8.79 33.54 3.82 81.37 21.16 12.38
83 -1.0718 141.546 116.4 5.8 24.97 8.72 33.69 3.87 81.44 21.20 12.49
84 -1.0593 142.955 117.9 6.1 25.21 8.83 34.04 3.85 81.33 21.44 12.60
85 -1.0469 144.600 119.5 6.3 25.49 8.99 34.48 3.84 81.17 21.74 12.75
86 -1.0344 146222 121.1 6.6 25.77 9.18 34.95 3.81 80.98 22.06 12.88
87 -1.0219 147.617 122.5 6.8 25.99 9.21 35.20 3.82 80.95 22.21 13.00
88 -1.0094 148.964 123.9 7.1 26.21 8.95 35.16 3.93 81.21 22.05 13.10
89 -0.9969 150.487 125.4 7.3 26.46 8.95 35.41 3.96 81.21 22.18 13.23
90 -0.9845 151.424 126.3 7.6 26.58 9.03 35.61 3.95 81.13 22.32 13.29
91 -0.9720 152.962 127.9 7.8 26.83 9.15 35.98 3.93 81.01 22.57 13.42
92 -0.9595 153.521 128.4 8.1 26.88 9.28 36.16 3.90 80.88 22.72 13.44
93 -0.9470 154.065 129.0 8.4 26.91 9.23 36.15 3.92 80.93 22.69 13.46
94 -0.9346 155.009 129.9 8.6 27.04 9.34 36.38 3.90 80.82 22.86 13.52
95 -0.9221 156.259 131.2 8.9 27.22 9.46 36.68 3.88 80.70 23.07 13.61
96 -0.9096 157.481 132.4 9.1 27.40 9.62 37.02 3.85 80.54 23.32 13.70
97 -0.8971 158.355 133.3 9.4 27.50 9.78 37.28 3.81 80.38 23.53 13.75
98 -0.8847 159.713 134.6 9.6 27.71 9.74 37.45 3.84 80.42 23.60 13.85
99 -0.8722 160.914 135.8 9.9 27.87 9.58 37.45 3.91 80.58 23.51 13.94
100 -0.8597 162.316 137.2 10.1 28.08 9.60 37.68 3.93 80.56 23.64 14.04
101 -0.8472 162.051 137.0 10.4 27.95 9.67 37.62 3.89 80.49 23.65 13.98
102 -0.8348 163.408 138.3 10.6 28.15 9.82 37.97 3.87 80.34 23.90 14.07
103 -0.8223 164.138 139.0 10.9 28.22 9.76 37.97 3.89 80.40 23.86 14.11
104 -0.8098 165.412 140.3 11.1 28.39 9.86 38.26 3.88 80.30 24.06 14.20
105 -0.7973 165.572 140.5 11.4 28.35 9.96 38.30 3.85 80.20 24.13 14.17
106 -0.7848 166.706 141.6 11.6 28.49 1024 38.73 3.78 79.92 24.49 14.25
107 -0.7724 167.502 142.4 11.9 28.57 10.35 38.93 3.76 79.81 24.64 14.29
108 -0.7599 168.902 143.8 12.1 28.77 1026 39.03 3.80 79.90 24.64 14.38
109 -0.7474 170.446 145.3 12.4 28.99 10.04 39.04 3.89 80.12 24.54 14.50
110 -0.7349 171.023 145.9 12.7 29.02 10.09 39.11 3.88 80.07 24.60 14.51
111 -0.7225 172.125 147.0 12.9 29.16 10.17 39.33 3.87 79.99 24.75 14.58
112 -0.7100 172.878 147.8 13.2 29.22 10.30 39.53 3.84 79.86 24.92 14.61
113 -0.6975 173.283 148.2 13.4 29.22 10.23 39.45 3.86 79.93 24.84 14.61
114 -0.6850 173.059 148.0 13.7 29.09 10.31 39.40 3.82 79.85 24.85 14.54
115 -0.6726 173.703 148.6 13.9 29.13 10.42 39.55 3.80 79.74 24.98 14.57
116 -0.6601 174.929 149.8 14.2 29.28 10.58 39.87 3.77 79.58 25.22 14.64
117 -0.6476 175.574 150.5 14.4 29.32 10.69 40.01 3.74 79.47 25.35 14.66
118 -0.6351 176.218 151.1 14.7 29.36 10.62 39.98 3.77 79.54 25.30 14.68
Knight Piesold Geotechnical Lab.