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. 2
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 6943.600 8535.000
Moisture content: Dry soil+tare, gms. 6783.500 6834?50
Moisture content: Tare, gms. 0.000 0.000
Moisture, % 2.4 24.9 24.9
Moist specimen weight, gms. 6943.6
Side Length, in. 8.00 8.00
Area, in.' 64.00 64.00
Height, in. 4.50 4.01
Net decrease in height, in. 0.49
Wet density, pcf 91.8 125.9
Dry density, pcf 89.7 100.8
Void ratio 0.8785 0.6719
Saturation, % 7.3 100.0
Normal stress= 5000 psf Test Readings for Specimen No. 2
Strain rate, in./min. =0.01
Fail. Stress =5857 psf at reading no. 70
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
0 -0.0196 4.000 0.0 0.0 0
1 -0.0127 188.000 184.0 0.1 414
2 -0.0044 267.000 263.0 0.2 592
3 0.0042 327.000 323.0 0.3 727
4 0.0127 375.000 371.0 0.4 835
5 0.0192 394.000 390.0 0.5 878
6 0.0278 426.000 422.0 0.6 950
7 0.0366 451.000 447.0 0.7 1006
8 0.0453 481.000 477.0 0.8 1073
9 0.0520 501.000 497.0 0.9 1118
10 0.0609 518.000 514.0 1.0 1157
11 0.0772 529.000 525.0 1.2 1181
12 0.0919 563.000 559.0 1.4 1258
13 0.1097 628.000 624.0 1.6 1404
14 0.1250 687.000 683.0 1.8 1537
15 0.1406 737.000 733.0 2.0 1649
16 0.1560 778.000 774.0 2.2 1742
17 0.1713 843.000 839.0 2.4 1888
18 0.1888 903.000 899.0 2.6 2023
19 0.2048 961.000 957.0 2.8 2153
20 0.2199 1002.000 998.0 3.0 2246
21 0.2374 1041.000 1037.0 3.2 2333
22 0.2509 1090.000 1086.0 3.4 2444
23 0.2687 1143.000 1139.0 3.6 2563
24 0.2843 1191.000 1187.0 3.8 2671
25 0.2996 1211.000 1207.0 4.0 2716
26 03170 1248.000 1244.0 4.2 2799
27 0.3326 1294.000 1290.0 4.4 2903
28 0.3478 1327.000 1323.0 4.6 2977
Knight Piesold Geotechnical Lab.