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. 3
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
16 0.1820 1472.000 1466.0 2.3 3299
17 0.1960 1529.000 1523.0 2.5 3427
18 0.2140 1597,000 1591.0 2.7 3580
19 0.2300 1647.000 1641.0 2.9 3692
20 0.2480 1704.000 1698.0 3.1 3821
21 0.2630 1757.000 1751.0 3.3 3940
22 0.2790 1804.000 1798.0 3.5 4046
23 0.2930 1836.000 1830.0 3.7 4118
24 0.3080 1870.000 1864.0 3.9 4194
25 0.3280 1917.000 1911.0 4.1 4300
26 0.3410 1937.000 1931.0 4.3 4345
27 0.3570 1956.000 1950.0 4.5 4388
28 0.3660 1971.000 1965.0 4.6 4421
29 0.3910 1993.000 1987.0 4.9 4471
30 0.4060 2015.000 2009.0 5.1 4520
31 0.4240 2055.000 2049.0 5.3 4610
32 0.4440 2094.000 2088.0 5.5 4698
33 0.4640 2121.000 2115.0 5.8 4759
34 0.4850 2152.000 2146.0 6.1 4829
35 0.5040 2198.000 2192.0 6.3 4932
36 0.5240 2233.000 2227.0 6.6 5011
37 0.5440 2266.000 2260.0 6.8 5085
38 0.5570 2274.000 2268.0 7.0 5103
39 0.5840 2338.000 2332.0 7.3 5247
40 0.6040 2382.000 2376.0 7.5 5346
41 0.6250 2425.000 2419.0 7.8 5443
42 0.6450 2473.000 2467.0 8.1 5551
43 0.6640 2507.000 2501.0 8.3 5627
44 0.6780 2533.000 2527.0 8.5 5686
45 0.7040 2596.000 2590.0 8.8 5828
46 0.7240 2645.000 2639.0 9.0 5938
47 0.7450 2684.000 2678.0 9.3 6026
48 0.7650 2736.000 2730.0 9.6 6143
49 0.7860 2782.000 2776.0 9.8 6246
50 0.8060 2829.000 2823.0 10.1 6352
51 0.8270 2859.000 2853.0 10.3 6419
52 0.8470 2903.000 2897.0 10.6 6518
53 0.8670 2957.000 2951.0 10.8 6640
54 0.8880 2999.000 2993.0 11.1 6734
55 0.9080 3049.000 3043.0 11.3 6847
56 0.9280 3092.000 3086.0 11.6 6944
57 0.9490 3141.000 3135.0 11.9 7054
58 0.9690 3185.000 3179.0 12.1 7153
59 0.9890 3216.000 3210.0 12.4 7223
60 1.0120 3239.000 3233.0 12.7 7274
61 1.0300 3274.000 3268.0 12.9 7353
62 1.0500 3308.000 3302.0 13.1 7430
Knight Piesold Geotechnical Lab.