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 Readings for Specimen No. 2
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
29 0.3659 1366.000 1362.0 4.8 3065
30 0.3813 1408.000 1404.0 5.0 3159
31 0.4009 1458.000 1454.0 5.3 3272
32 0.4218 1480.000 1476.0 5.5 3321
33 0.4392 1517.000 1513.0 5.7 3404
34 0.4598 1553.000 1549.0 6.0 3485
35 0.4794 1614.000 1610.0 6.2 3623
36 0.5003 1648.000 1644.0 6.5 3699
37 0.5200 1704.000 1700.0 6.7 3825
38 0.5403 1731.000 1727.0 7.0 3886
39 0.5605 1796.000 1792.0 7.3 4032
40 0.5807 1819.000 1815.0 7.5 4084
41 0.6009 1841.000 1837.0 7.8 4133
42 0.6211 1891.000 1887.0 8.0 4246
43 0.6419 1909.000 1905.0 8.3 4286
44 0.6594 1962.000 1958.0 8.5 4406
45 0.6795 2008.000 2004.0 8.7 4509
46 0.6996 2061 MO 2057.0 9.0 4628
47 0.7205 2098.000 2094.0 9.3 4712
48 0.7406 2155.000 2151.0 9.5 4840
49 0.7611 2200.000 2196.0 9.8 4941
50 0.7813 2217.000 2213.0 10.0 4979
51 0.8015 2278.000 2274.0 10.3 5117
52 0.8222 2314.000 2310.0 10.5 5198
53 0.8399 2341.000 2337.0 10.7 5258
54 0.8607 2362.000 2358.0 11.0 5306
55 0.8813 2360.000 2356.0 11.3 5301
56 0.9014 2404.000 2400.0 11.5 5400
57 0.9199 2421.000 2417.0 11.7 5438
58 0.9406 2421.000 2417.0 12.0 5438
59 0.9606 2457.000 2453.0 12.3 5519
60 0.9813 2463.000 2459.0 12.5 5533
61 1.0022 2512.000 2508.0 12.8 5643
62 1.0205 2522.000 2518.0 13.0 5666
63 1.0410 2524.000 2520.0 13.3 5670
64 1.0622 2521.000 2517.0 1 3.5 5663
65 1.0801 2541.000 2537.0 13.7 5708
66 1.1010 2565.000 2561.0 14.0 5762
67 1.1213 2580.000 2576.0 14.3 5796
68 1.1415 2584.000 2580.0 14.5 5805
69 1.1623 2592.000 2588.0 14.8 5823
70 1.1809 2607.000 2603.0 15.0 5857
71 1.2198 2601.000 2597.0 15.5 5843
Knight Piesold Geotechnical Lab.