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 !
Specimen Parameter Initial Saturated Consolidated Final
Moisture content: Moist soil+tare, gms. 495.120 1139.300
Moisture content: Dry soil+tare, gms. 447.630 1013.800
Moisture content: Tare, gms. 117.950 402.920
Moisture,% 14.4 22.9 20.7 20.5
Moist specimen weight, gms. 702.7
Diameter, in. 2.39 2.39 2.36
Area, in.2 4.50 4.50 4.39
Height, in. 4.99 4.99 4.93
Net decrease in height, in. 0.00 0.06
Wet density, pcf 119.1 128.0 130.5
Dry density, pcf 104.1 104.1 108.0
Void ratio 0.6190 0.6190 0.5601
Saturation,% 62.8 100.0 100.0
Test Readings for •
Membrane modulus=0.124105 kN/cm2
Membrane thickness=0.0635 cm
Consolidation cell pressure=90.16 psi
Consolidation back pressure=50.39 psi
Consolidation effective confining stress= 39.77 psi
Strain rate, in./min. =0.03
Fail.Stress=29.50 psi at reading no. 119
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
0 -1.3590 25.100 0.0 0.0 0.00 39.77 39.77 1.00 50.39 39.77 0.00
1 -1.3578 33.638 8.5 0.0 1.94 38.55 40.50 1.05 51.61 39.53 0.97
2 -1.3565 40.075 15.0 0.1 3.41 37.81 41.22 1.09 52.35 39.51 1.70
3 -1.3553 45.612 20.5 0.1 4.67 37.03 41.70 1.13 53.13 39.36 2.33
4 -1.3540 49.264 24.2 0.1 5.50 36.59 42.09 1.15 53.57 39.34 2.75
5 -1.3528 54.322 29.2 0.1 6.65 35.27 41.91 1.19 54.89 38.59 3.32
6 -1.3515 57.987 32.9 0.2 7.48 35.02 42.50 1.21 55.14 38.76 3.74
7 -1.3503 62.628 37.5 0.2 8.53 33.80 42.33 1.25 56.36 38.07 4.27
8 -1.3490 66.475 41.4 0.2 9.40 32.97 42.37 1.29 57.19 37.67 4.70
9 -1.3478 70.024 44.9 0.2 10.21 32.42 42.63 1.31 57.74 37.53 5.10
10 -1.3465 73.199 48.1 0.3 10.93 31.42 42.35 1.35 58.74 36.88 5.46
11 -1.3453 76.520 51.4 0.3 11.68 31.00 42.68 1.38 59.16 36.84 5.84
12 -1.3440 79.553 54.5 0.3 12.36 29.97 42.33 1.41 60.19 36.15 6.18
13 -1.3428 82.491 57.4 0.3 13.03 29.47 42.50 1.44 60.69 35.98 6.51
14 -1.3416 85.107 60.0 0.4 13.62 28.56 42.18 1.48 61.60 35.37 6.81
15 -1.3403 87.741 62.6 0.4 14.21 27.82 42.04 1.51 62.34 34.93 7.11
16 -1.3391 90.270 65.2 0.4 14.78 27.25 42.03 1.54 62.91 34.64 7.39
17 -1.3378 92.629 67.5 0.4 15.31 26.51 41.82 1.58 63.65 34.16 7.66
18 -1.3366 94.739 69.6 0.5 15.79 26.03 41.82 1.61 64.13 33.92 7.89
19 -1.3353 96.502 71.4 0.5 16.18 25.28 41.46 1.64 64.88 33.37 8.09
20 -1.3341 98.493 73.4 0.5 16.63 24.85 41.48 1.67 65.31 33.16 8.31
21 -1.3328 100.419 75.3 0.5 17.06 24.16 41.22 1.71 66.00 32.69 8.53
22 -1.3316 101.854 76.8 0.6 17.38 23.91 41.30 1.73 66.25 32.60 8.69
23 -1.3303 103.794 78.7 0.6 17.82 23.16 40.97 1.77 67.00 32.07 8.91
24 -1.3291 105.440 80.3 0.6 18.18 22.86 41.05 1.80 67.30 31.96 9.09
Knight Piesold Geotechnical Lab.