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 Readin4s for Specimen No. 3
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % Psf
16 0.1770 1244.000 1241.0 2.2 2792
17 0.1900 1318.000 1315.0 2.4 2959
18 0.2070 1378.000 1375.0 2.6 3094
19 0.2230 1450.000 1447.0 2.8 3256
20 0.2410 1512.000 1509.0 3.0 3395
21 0.2560 1571.000 1568.0 3.2 3528
22 0.2720 1611.000 1608.0 3.4 3618
23 0.2850 1659.000 1656.0 3.6 3726
24 0.3010 1673.000 1670.0 3.8 3758
25 0.3210 1725.000 1722.0 4.0 3875
26 0.3350 1724.000 1721.0 4.2 3872
27 0.3510 1766.000 1763.0 4.4 3967
28 0.3590 1790.000 1787.0 4.5 4021
29 0.3840 1848.000 1845.0 4.8 4151
30 0.4000 1860.000 1857.0 5.0 4178
31 0.4180 1884.000 1881.0 5.2 4232
32 0.4390 1911.000 1908.0 5.5 4293
33 0.4580 1970.000 1967.0 5.7 4426
34 0.4790 1999.000 1996.0 6.0 4491
35 0.4990 2037.000 2034.0 6.2 4577
36 0.5190 2069.000 2066.0 6.5 4649
37 0.5390 2123.000 2120.0 6.7 4770
38 0.5530 2164.000 2161.0 6.9 4862
39 0.5790 2197.000 2194.0 7.2 4937
40 0.6000 2240.000 2237.0 7.5 5033
41 0.6210 2284.000 2281.0 7.8 5132
42 0.6410 2337.000 2334.0 8.0 5252
43 0.6610 2393.000 2390.0 8.3 5378
44 0.6740 2419.000 2416.0 8.4 5436
45 0.7010 2507.000 2504.0 8.8 5634
46 0.7220 2555.000 2552.0 9.0 5742
47 0.7420 2585.000 2582.0 9.3 5810
48 0.7630 2638.000 2635.0 9.5 5929
49 0.7830 2697.000 2694.0 9.8 6062
50 0.8030 2750.000 2747.0 10.0 6181
51 0.8240 2823.000 2820.0 10.3 6345
52 0.8440 2876.000 2873.0 10.5 6464
53 0.8650 2905.000 2902.0 10.8 6530
54 0.8860 2936.000 2 933.0 11.1 6599
55 0.9060 3016.000 3013.0 11.3 6779
56 0.9270 3081.000 3078.0 11.6 6926
57 0.9480 3132.000 3129.0 11.8 7040
58 0.9680 3205.000 3202.0 12.1 7205
59 0.9890 3249.000 3246.0 12.4 7304
60 1.0110 3331.000 3328.0 12.6 7488
61 1.0300 3374.000 3371.0 12.9 7585
62 1.0510 3411.000 3408.0 13.1 7668
Knight Piesold Geotechnical Lab.