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

Parameters for Specimen No.3
Specimen Parameter Initial Saturated Consolidated Final
Moisture content: Moist soil+tare, gms. 495.120 1103.800
Moisture content: Dry soil+tare, gms. 447.630 986.400
Moisture content:Tare, gms. 117.950 375.090
Moisture,% 14.4 23.1 19.9 19.2
Moist specimen weight,gms. 702.3
Diameter, in. 2.40 2.40 2.36
Area, in.2 4.52 4.52 4.36
Height, in. 4.99 4.99 4.90
Net decrease in height, in. 0.00 0.09
Wet density, pcf 118.7 127.7 131.4
Dry density, pcf 103.7 103.7 109.6
Void ratio 0.6247 0.6247 0.5378
Saturation, % 62.3 100.0 100.0
Test Readings for Specimen No. 3
Membrane modulus=0.124105 IcN/cmz
Membrane thickness=0.0635 cm
Consolidation cell pressure= 130.30 psi
Consolidation back pressure=50.17 psi
Consolidation effective confining stress = 80.13 psi
Strain rate, in./min. =0.03
Fail. Stress=61.22 psi at reading no. 119
Def. Deviator Minor Eff. Major Eft. Pore
Dial Load Load Strain Stress Stress Stress 1:3 Press. P Q
No. in. Dial lbs. % psi psi psi Ratio psi psi psi
0 -0.1358 13.140 0.0 0.0 0.00 80.13 80.13 1.00 50.17 80.13 0.00
1 -0.1345 38.082 24.9 0.0 5.72 79.64 85.36 1.07 50.66 82.50 2.86
2 -0.1332 53.382 40.2 0.1 9.23 79.19 88.42 1.12 51.11 83.81 4.62
3 -0.1320 66.357 53.2 0.1 12.20 78.61 90.81 1.16 51.69 84.71 6.10
4 -0.1307 77.303 64.2 0.1 14.71 77.96 92.68 1.19 52.34 85.32 7.36
5 -0.1295 87.060 73.9 0.1 16.94 77.27 94.22 1.22 53.03 85.74 8.47
6 -0.1282 94.915 81.8 0.2 18.74 76.46 95.20 1.25 53.84 85.83 9.37
7 -0.1270 102.370 89.2 0.2 20.44 75.64 96.09 1.27 54.66 85.87 10.22
8 -0.1257 109.159 96.0 0.2 21.99 74.83 96.82 1.29 55.47 85.83 11.00
9 -0.1245 114.896 101.8 0.2 23.30 73.85 97.15 1.32 56.45 85.50 11.65
10 -0.1232 120.877 107.7 0.3 24.66 72.94 97.60 1.34 57.36 85.27 12.33
11 -0.1220 126.642 113.5 0.3 25.98 72.04 98.01 1.36 58.26 85.02 12.99
12 -0.1207 131.853 118.7 0.3 27.16 71.02 98.18 1.38 59.28 84.60 13.58
13 -0.1195 137.485 124.3 0.3 28.44 70.07 98.51 1.41 60.23 84.29 14.22
14 -0.1182 142.599 129.5 0.4 29.61 69.17 98.78 1.43 61.13 83.97 14.80
15 -0.1170 147.272 134.1 0.4 30.67 68.09 98.76 1.45 62.21 83.42 15.33
16 -0.1157 152.018 138.9 0.4 31.74 67.09 98.84 1.47 63.21 82.96 15.87
17 -0.1145 156.663 143.5 0.4 32.80 66.20 99.00 1.50 64.10 82.60 16.40
18 -0.1132 161.335 148.2 0.5 33.86 65.20 99.05 1.52 65.10 82.12 16.93
19 -0.1120 165.629 152.5 0.5 34.83 64.21 99.04 1.54 66.09 81.62 17.41
20 -0.1107 169.792 156.7 0.5 35.77 63.23 99.00 1.57 67.07 81.11 17.89
21 -0.1094 174.031 160.9 0.5 36.73 62.34 99.07 1.59 67.96 80.70 18.36
22 -0.1082 178.238 165.1 0.6 37.68 61.37 99.05 1.61 68.93 80.21 18.84
23 -0.1069 182.138 169.0 0.6 38.56 60.37 98.93 1.64 69.93 79.65 19.28
24 -0.1057 185.640 172.5 0.6 39.35 59.51 98.86 1.66 70.79 79.18 19.67
Knight Piesold Geotechnical Lab.