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

-��est Readings for Specimen No. 1
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
14 0.1450 342.000 336.0 1.8 756
15 0.1600 358.000 352.0 2.0 792
16 0.1760 376.000 370.0 2.2 833
17 0.1880 391.000 385.0 2.4 866
18 0.2060 406.000 400.0 2.6 900
19 0.2210 419,000 413.0 2.8 929
20 0.2390 433.000 427.0 3.0 961
21 0.2550 441.000 435.0 3.2 979
22 0.2700 456.000 450.0 3.4 1013
23 0.2830 462.000 456.0 3.5 1026
24 0.2990 469.000 463.0 17 1042
25 0.3190 488.000 482.0 4.0 1085
26 0.3320 496.000 490.0 4.2 1103
27 0.3470 512.000 506.0 4.3 1139
28 0.3570 517.000 511.0 4.5 1150
29 0.3810 539.000 533.0 4.8 1199
30 0.3960 548.000 542.0 5.0 1220
31 0.4130 553.000 547.0 5.2 1231
32 0.4330 560.000 554.0 5.4 1247
33 0.4530 576.000 570.0 5.7 1283
34 0.4730 587.000 581.0 5.9 1307
35 0.4930 601.000 595.0 6.2 1339
36 0.5130 609.000 603.0 6.4 1357
37 0.5330 624.000 618.0 6.7 1391
38 0.5460 624.000 618.0 6.8 1391
39 0.5730 653.000 647.0 7.2 1456
40 0.5930 658.000 652.0 7.4 1467
41 0.6130 668.000 662.0 7.7 1490
42 0.6330 681.000 675.0 7.9 1519
43 0.6520 695.000 689.0 8.2 1550
44 0.6660 705.000 699.0 8.3 1573
45 0.6930 727.000 721.0 8.7 1622
46 0.7120 738.000 732.0 8.9 1647
47 0.7320 751.000 745.0 9.2 1676
48 0.7510 764.000 758.0 9.4 1706
49 0.7710 766.000 760.0 9.6 1710
50 0.7920 791.000 785.0 9.9 1766
51 0.8110 806.000 800.0 10.1 1800
52 0.8310 817.000 811.0 10.4 1825
53 0.8510 832.000 826.0 10.6 1859
54 0.8710 842.000 836.0 10.9 1881
55 0.8910 861.000 855.0 11.1 1924
56 0.9110 866.000 860.0 11.4 1935
57 0.9310 871.000 865.0 11.6 1946
58 0.9520 884.000 878.0 11.9 1976
59 0.9710 888.000 882.0 12.1 1985
60 0.9940 890.000 884.0 12.4 1989
Knight Piesold Geotechnical Lab.