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 Speckhen No. 31
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 6943.600 8625.000
Moisture content: Dry soil+tare, gms. 6783.500 6834.250
Moisture content: Tare, gms. 0.000 0.000
Moisture, % 2.4 26.2 26.2
Moist specimen weight, gms. 6943.6
Side Length, in. 8.00 8.00
Area, in.' 64.00 64.00
Height, in. 4.50 3.87
Net decrease in height, in. 0.63
Wet density, pcf 91.8 131.5
Dry density, pcf 89.7 104.2
Void ratio 0.8785 0.6171
Saturation, % 7.3 114.7
Test Readings for Specimen No. 3
Normal stress= 10000 psf
Strain rate, in./min. =0.01
Fail. Stress= 7319 psf at reading no. 70
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
0 0.0036 1.000 0.0 0.0 0
1 0.0105 205.000 204.0 0.1 459
2 0.0194 334.000 333.0 0.2 749
3 0.0278 446.000 445.0 0.3 1001
4 0.0369 527.000 526.0 0.4 1184
5 0.0436 574.000 573.0 0.5 1289
6 0.0526 626.000 625.0 0.6 1406
7 0.0598 659.000 658.0 0.7 1481
8 0.0685 713.000 712.0 0.8 1602
9 0.0755 739.000 738.0 0.9 1661
10 0.0843 772.000 771.0 1.0 1735
11 0.0984 810.000 809.0 12 1820
12 0.1146 871.000 870.0 1.4 1958
13 0.1309 908.000 907.0 1.6 2041
14 0.1469 953.000 952.0 1.8 2142
15 0.1635 963.000 962.0 2.0 2165
16 0.1802 983.000 982.0 2.2 2210
17 0.1964 1060.000 1059.0 2.4 2383
18 0.2127 1119.000 1118.0 2.6 2516
19 0.2284 1196.000 1195.0 2.8 2689
20 0.2444 1245.000 1244.0 3.0 2799
21 0.2604 1338.000 1337.0 3.2 3008
22 0.2747 1390.000 1389.0 3.4 3125
23 0.2908 1457.000 1456.0 3.6 3276
24 0.3068 1500.000 1499.0 3.8 3373
25 0.3228 1529.000 1528.0 4.0 3438
26 0.3389 1588.000 1587.0 4.2 3571
27 0.3553 1634.000 1633.0 4.4 3674
28 0.3719 1665.000 1664.0 4.6 3744
Knight Piesold Geotechnical Lab.