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. 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
25 -1.3278 106.679 81.6 0.6 18.46 22.21 40.67 1.83 67.95 31.44 9.23
26 -1.3266 107.767 82.7 0.7 18.70 21.69 40.39 1.86 68.47 31.04 9.35
27 -1.3253 108.998 83.9 0.7 18.97 21.32 40.30 1.89 68.84 30.81 9.49
28 -1.3241 110.228 85.1 0.7 19.25 20.79 40.04 1.93 69.37 30.41 9.62
29 -1.3228 110.970 85.9 0.7 19.41 20.55 39.96 1.94 69.61 30.25 9.71
30 -1.3216 112.034 86.9 0.8 19.65 20.00 39.65 1.98 70.16 29.82 9.82
31 -1.3203 113.072 88.0 0.8 19.88 19.89 39.76 2.00 70.27 29.82 9.94
32 -1.3191 113.456 88.4 0.8 19.96 19.30 39.26 2.03 70.86 29.28 9.98
33 -1.3178 114.666 89.6 0.8 20.23 19.23 39.45 2.05 70.93 29.34 10.11
34 -1.3166 115.628 90.5 0.9 20.44 18.65 39.09 2.10 71.51 28.87 10.22
35 -1.3153 116.363 91.3 0.9 20.60 18.30 38.90 2.13 71.86 28.60 10.30
36 -1.3141 116.577 91.5 0.9 20.64 18.03 38.67 2.14 72.13 28.35 10.32
37 -1.3128 117.226 92.1 0.9 20.78 17.63 38.42 2.18 72.53 28.03 10.39
38 -1.3116 117.923 92.8 1.0 20.93 17.45 38.38 2.20 72.71 27.92 10.47
39 -1.3103 118.641 93.5 1.0 21.09 17.06 38.15 2.24 73.10 27.60 10.55
40 -1.3091 119.000 93.9 1.0 21.17 16.92 38.09 2.25 73.24 27.50 10.58
41 -1.3041 120.844 95.7 1.1 21.56 16.09 37.65 2.34 74.07 26.87 10.78
42 -1.2991 122.397 97.3 1.2 21.89 14.80 36.69 2.48 75.36 25.74 10.94
43 -1.2941 123.957 98.9 1.3 22.22 14.13 36.34 2.57 76.03 25.24 11.11
44 -1.2891 124.901 99.8 1.4 22.40 13.58 35.98 2.65 76.58 24.78 11.20
45 -1 2841 125.672 100.6 1.5 22.55 13.18 35.73 2.71 76.98 24.46 11.28
46 -1.2791 126.259 101.2 1.6 22.66 12.39 35.05 2.83 77.77 23.72 11.33
47 -1.2741 127.299 102.2 1.7 22.87 12.02 34.89 2.90 78.14 23.46 11.44
48 -1.2691 127.790 102.7 1.8 22.96 11.71 34.67 2.96 78.45 23.19 11.48
49 -1.2641 128.340 103.2 1.9 23.06 11.54 34.59 3.00 78.62 23.06 11.53
50 -1.2591 128.871 103.8 2.0 23.15 10.97 34.12 3.11 79.19 22.54 11.58
51 -1.2541 129.310 104.2 2.1 23.23 10.76 33.98 3.16 79.40 22.37 11.61
52 -1.2491 129.262 104.2 2.2 23.19 10.62 33.81 3.18 79.54 22.21 11.60
53 -1.2441 130.030 104.9 2.3 23.34 10.58 33.92 3.21 79.58 22.25 11.67
54 -1.2391 130.952 105.9 2.4 23.52 10.10 33.61 3.33 80.06 21.85 11.76
55 -1.2341 131.144 106.0 2.5 23.54 10.00 33.53 3.35 80.16 21.77 11.77
56 -1.2291 131.205 106.1 2.6 23.53 9.83 33.36 3.39 80.33 21.60 11.76
57 -1.2242 131.689 106.6 2.7 23.61 9.65 33.26 3.45 80.51 21.46 11.80
58 -1.2192 132.092 107.0 2.8 23.67 9.76 33.43 3.43 80.40 21.60 11.84
59 -1.2142 131.943 106.8 2.9 23.62 9.32 32.93 3.53 80.84 21.13 11.81
60 -1.2092 132.009 106.9 3.0 23.61 9.24 32.85 3.55 80.92 21.05 11.80
61 -1.2042 132.050 107.0 3.1 23.59 9.22 32.81 3.56 80.94 21.02 11.80
62 -1.1992 131.917 106.8 3.2 23.54 9.19 32.72 3.56 80.97 20.95 11.77
63 -1.1942 132.453 107.4 3.3 23.63 9.31 32.94 3.54 80.85 21.12 11.81
64 -1.1892 132.966 107.9 3.4 23.72 9.12 32.84 3.60 81.04 20.98 11.86
65 -1.1842 133.404 108.3 3.5 23.79 8.96 32.75 3.66 81.20 20.85 11.89
66 -1.1792 133.101 108.0 3.6 23.70 9.03 32.73 3.62 81.13 20.88 11.85
67 -1.1742 133.405 108.3 3.7 23.74 9.16 32.90 3.59 81.00 21.03 11.87
68 -1.1692 133.958 108.9 3.8 23.84 8.84 32.68 3.70 81.32 20.76 11.92
69 -1.1642 133.729 108.6 4.0 23.76 8.89 32.65 3.67 81.27 20.77 11.88
70 -1.1592 134.296 109.2 4.1 23.86 8.92 32.78 3.67 81.24 20.85 11.93
71 -1.1542 135.054 110.0 4.2 24.00 8.77 32.77 3.74 81.39 20.77 12.00
Knight Piesold Geotechnical Lab.