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 Rq;loings for Specimen No. I
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
14 0.1510 258.000 258.0 1.9 581
15 0.1670 275.000 275.0 2.1 619
16 0.1820 289.000 289.0 2.3 650
17 0.1960 301.000 301.0 2.5 677
18 0.2130 309.000 309.0 2.7 695
19 0.2290 328.000 328.0 2.9 738
20 0.2460 351.000 351.0 3.1 790
21 0.2630 365.000 365.0 13 821
22 0.2780 375.000 375.0 3.5 844
23 0.2900 187.000 387.0 3.6 871
24 0.3060 419.000 419.0 18 943
25 0.3260 436.000 436.0 4.1 981
26 0.3390 446.000 446.0 4.2 1004
27 0.3550 458.000 458.0 4.4 1031
28 0.3640 471.000 471.0 4.5 1060
29 0.3880 484.000 484.0 4.9 1089
30 0.4040 485.000 485.0 5.1 1091
31 0.4210 503.000 503.0 5.3 1132
32 0.4410 519.000 519.0 5.5 1168
33 0.4620 512.000 512.0 5.8 1152
34 0.4810 521.000 521.0 6.0 1172
35 0.5020 543.000 543.0 6.3 1222
36 0.5210 557.000 557.0 6.5 1253
37 0.5410 570.000 570.0 6.8 1283
38 0.5540 585.000 585.0 6.9 1316
39 0.5810 582.000 582.0 7.3 1310
40 0.6010 601.000 601.0 7.5 1352
41 0.6210 609.000 609.0 7.8 1370
42 0.6400 633.000 633.0 8.0 1424
43 0.6600 648.000 648.0 8.3 1458
44 0.6730 667.000 667.0 8.4 1501
45 0.6990 662.000 662.0 8.7 1490
46 0.7190 675.000 675.0 9.0 1519
47 0.7390 695.000 695.0 9.2 1564
48 0.7590 697.000 697.0 9.5 1568
49 0.7790 723.000 723.0 9.7 1627
50 0.7980 751.000 751.0 10.0 1690
51 0.8180 776.000 776.0 10.2 1746
52 0.8380 803.000 803.0 10.5 1807
53 0.8580 808.000 808.0 10.7 1818
54 0.8770 820.000 820.0 11.0 1845
55 0.8970 830.000 830.0 11.2 1868
56 0.9170 865.000 865.0 11.5 1946
57 0.9360 859.000 859.0 11.7 1933
58 0.9560 881.000 881.0 11.9 1982
59 0.9760 883.000 883.0 12.2 1987
60 0.9980 867.000 867.0 12.5 1951
Knight Piesold Geotechnical Lab.