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'Readingi 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
72 0.0741 276.193 263.1 4.3 57.79 21.50 79.29 3.69 108.80 50.40 28.89
73 0.0791 276.868 263.7 4.4 57.87 21.41 79.28 3.70 108.89 50.35 28.94
74 0.0841 277.273 264.1 4.5 57.90 21.32 79.22 3.72 108.98 50.27 28.95
75 0.0891 278.000 264.9 4.6 58.00 21.24 79.24 3.73 109.06 50.24 29.00
76 0.0941 278.604 265.5 4.7 58.07 21.20 79.27 3.74 109.10 50.23 29.03
77 0.0991 278.991 265.9 4.8 58.09 21.05 79.14 3.76 109.25 50.09 29.05
78 0.1041 278.762 265.6 4.9 57.98 20.97 78.95 3.76 109.33 49.96 28.99
79 0.1091 279.243 266.1 5.0 58.02 20.90 78.92 3.78 109.40 49.91 29.01
80 0.1141 280.213 267.1 5.1 58.17 20.85 79.02 3.79 109.45 49.94 29.09
81 0.1265 281.369 268.2 5.4 58.27 20.76 79.02 3.81 109.54 49.89 29.13
82 0.1390 282.662 269.5 5.6 58.39 20.59 78.97 3.84 109.71 49.78 29.19
83 0.1515 283.311 2702 5.9 58.37 20.46 78.83 3.85 109.84 49.64 29.19
84 0.1640 285.214 272.1 6.1 58.62 20.40 79.02 3.87 109.90 49.71 29.31
85 0.1765 287.026 273.9 6.4 58.85 20.33 79.19 3.89 109.97 49.76 29.43
86 0.1889 287.995 274.9 6.6 58.90 20.31 79.21 3.90 109.99 49.76 29.45
87 0.2014 288.839 275.7 6.9 58.92 20.25 79.17 3.91 110.05 49.71 29.46
88 0.2139 289.713 276.6 7.1 58.95 20.26 79.21 3.91 110.04 49.73 29.47
89 0.2264 291.403 278.3 7.4 59.14 20.23 79.37 3.92 110.07 49.80 29.57
90 0.2389 292.177 279.0 7.6 59.14 20.18 79.33 3.93 110.12 49.75 29.57
91 0.2513 293.500 280.4 7.9 59.26 20.14 79.40 3.94 110.16 49.77 29.63
92 0.2638 294.604 281.5 8.2 59.33 20.13 79.46 3.95 110.17 49.80 29.66
93 0.2763 295.580 282.4 8.4 59.37 20.15 79.52 3.95 110.15 49.83 29.69
94 0.2888 297.168 284.0 8.7 59.54 20.16 79.70 3.95 110.14 49.93 29.77
95 0.3012 298.210 285.1 8.9 59.59 20.17 79.75 3.96 110.13 49.96 29.79
96 0.3137 299.546 286.4 9.2 59.70 20.17 79.88 3.96 110.13 50.03 29.85
97 0.3262 300.517 287.4 9.4 59.74 20.18 79.92 3.96 110.12 50.05 29.87
98 0.3387 301.763 288.6 9.7 59.83 20.27 80.10 3.95 110.03 50.18 29.91
99 0.3511 302.421 289.3 9.9 59.79 20.21 80.00 3.96 110.09 50.11 29.90
100 0.3636 303.495 290.4 10.2 59.85 20.21 80.05 3.96 110.09 50.13 29.92
101 0.3761 305.214 292.1 10.5 60.03 20.25 80.28 3.96 110.05 50.26 30.01
102 0.3886 306.873 293.7 10.7 60.20 20.30 80.49 3.97 110.00 50.40 30.10
103 0.4011 307.677 294.5 11.0 60.19 20.36 80.55 3.96 109.94 50.46 30.10
104 0.4135 309.157 296.0 11.2 60.32 20.33 80.64 3.97 109.97 50.48 30.16
105 0.4260 310.609 297.5 11.5 60.44 20.34 80.78 3.97 109.96 50.56 30.22
106 0.4385 311.061 297.9 11.7 60.36 20.35 80.71 3.97 109.95 50.53 30.18
107 0.4510 312.602 299.5 12.0 60.50 20.40 80.90 3.97 109.90 50.65 30.25
108 0.4635 314.433 301.3 12.2 60.69 20.45 81.14 3.97 109.85 50.79 30.35
109 0.4759 315.565 302.4 12.5 60.74 20.53 81.27 3.96 109.77 50.90 30.37
110 0.4884 316.787 303.6 12.7 60.81 20.61 81.42 3.95 109.69 51.01 30.40
111 0.5009 318.211 305.1 13.0 60.92 20.59 81.51 3.96 109.71 51.05 30.46
112 0.5134 319.228 306.1 13.3 60.94 20.56 81.50 3.96 109.74 51.03 30.47
113 0.5258 319.813 306.7 13.5 60.88 20.61 81.49 3.95 109.69 51.05 30.44
114 0.5383 321.213 308.1 13.8 60.97 20.64 81.61 3.95 109.66 51.12 30.49
115 0.5508 322.897 309.8 14.0 61.13 20.69 81.82 3.95 109.61 51.26 30.56
116 0.5633 324.196 311.1 14.3 61.20 20.73 81.93 3.95 109.57 51.33 30.60
117 0.5758 325.574 312.4 14.5 61.29 20.78 82.07 3.95 109.52 51.42 30.65
118 0.5882 326.323 313.2 14.8 61.25 20.87 82.13 3.93 109.43 51.50 30.63
Knight Piesold Geotechnical Lab.