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

Test Rciadiogs,fOr Specimen No. I
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
14 0.1446 515.000 513.0 1.8 1154
15 0.1602 543.000 541.0 2.0 1217
16 0.1758 568.000 566.0 2.2 1274
17 0.1926 607.000 605.0 2.4 1361
18 0.2080 623.000 621.0 2.6 1397
19 0.2232 655.000 653.0 2.8 1469
20 0.2405 679.000 677.0 3.0 1523
21 0.2559 696.000 694.0 3.2 1562
22 0.2715 707.000 705.0 3.4 1586
23 0.2869 725.000 723.0 3.6 1627
24 0.3048 747.000 745.0 3.8 1676
25 0.3201 753.000 751.0 4.0 1690
26 0.3358 780.000 778.0 4.2 1751
27 0.3514 794.000 792.0 4.4 1782
28 0.3680 801.000 799.0 4.6 1798
29 0.3831 805.000 803.0 4.8 1807
30 0.3988 838.000 836.0 5.0 1881
31 0.4191 876.000 874.0 5.2 1967
32 0.4392 893.000 891.0 5.5 2005
33 0.4594 912.000 910.0 5.7 2048
34 0.4792 943.000 941.0 6.0 2117
35 0.5001 948.000 946.0 6.3 2129
36 0.5230 985.000 983.0 6.5 2212
37 0.5403 1022.000 1020.0 6.8 2295
38 0.5610 1018.000 1016.0 7.0 2286
39 0.5811 1059.000 1057.0 7.3 2378
40 0.5991 1090.000 1088.0 7.5 2448
41 0.6194 1114.000 1112.0 7.7 2502
42 0.6393 1145.000 1143.0 8.0 2572
43 0.6595 1173.000 1171.0 8.2 2635
44 0.6797 1194.000 1192.0 8.5 2682
45 0.7004 1190.000 1188.0 8.8 2673
46 0.7206 1215.000 1213.0 9.0 2729
47 0.7410 1217.000 1215.0 9.3 2734
48 0.7590 1248.000 1246.0 9.5 2804
49 0.7789 1271.000 1269.0 9.7 2855
50 0.7999 1309.000 1307.0 10.0 2941
51 0.8199 1340.000 1338.0 10.2 3011
52 0.8401 1384.000 1382.0 10.5 3110
53 0.8606 1408.000 1406.0 10.8 3164
54 0.8805 1455.000 1453.0 11.0 3269
55 0.9006 1465.000 1463.0 11.3 3292
56 0.9213 1461.000 1459.0 11.5 3283
57 0.9396 1467.000 1465.0 11.7 3296
58 0.9599 1510.000 1508.0 12.0 3393
59 0.9805 1521.000 1519.0 12.3 3418
60 1.0008 1544.000 1542.0 12.5 3470
Knight Piesold Geotechnical Lab.