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 pecimeni
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 6167.500 7383.000
Moisture content: Dry soil+tare, gms. 5970.470 5970.470
Moisture content: Tare, gms. 0.000 0.000
Moisture, % 3.3 23.7 23.7
Moist specimen weight, gms. 6167.5
Side Length, in. 8.00 8.00
Area, in.' 64.00 64.00
Height, in. 4.50 3.46
Net decrease in height, in. 1.04
Wet density, pcf 81.6 127.2
Dry density, pcf 79.0 102.8
Void ratio 1.1343 0.6389
Saturation, % 7.9 100.0
Test Readings for Specimen
Normal stress = 10000 psf
Strain rate, in./min. =0.01
Fail. Stress= 8345 psf at reading no. 70
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
0 0.0000 10.000 0.0 0.0 0
1 0.0071 244.000 234.0 0.1 527
2 0.0168 427.000 417.0 0.2 938
3 0.0231 507.000 497.0 0.3 1118
4 0.0316 594.000 584.0 0.4 1314
5 0.0399 663.000 653.0 0.5 1469
6 0.0480 725.000 715.0 0.6 1609
7 0.0569 782.000 772.0 0.7 1737
8 0.0633 817.000 807.0 0.8 1816
9 0.0723 867.000 857.0 0.9 1928
10 0.0805 907.000 897.0 1.0 2018
11 0.0965 966.000 956.0 1.2 2151
12 0.1116 1027.000 1017.0 1.4 2288
13 0.1269 1074.000 1064.0 1.6 2394
14 0.1449 1113.000 1103.0 1.8 2482
15 0.1604 1112.000 1102.0 2.0 2480
16 0.1752 1244.000 1234.0 2.2 2777
17 0.1911 1336.000 1326.0 2.4 2984
18 0.2084 1412.000 1402.0 2.6 3155
19 0.2238 1487.000 1477.0 2.8 3323
20 0.2415 1561.000 1551.0 3.0 3490
21 0.2565 1615.000 1605.0 3.2 3611
22 0.2714 1663.000 1653.0 3.4 3719
23 0.2870 1729.000 1719.0 3.6 3868
24 0.3045 1800.000 1790.0 3.8 4028
25 0.3201 1853.000 1843.0 4.0 4147
26 0.3351 1920.000 1910.0 4.2 4298
27 0.3514 1968.000 1958.0 4.4 4406
28 0.3687 2024.000 2014.0 4.6 4532
Knight Piesold Geotechnical Lab.