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

Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
15 0.1680 596.000 597.0 2.1 1343
16 0.1830 563.000 564.0 2.3 1269
17 0.1960 547.000 548.0 2.5 1233
18 0.2150 522.000 523.0 2.7 1177
19 0.2300 563.000 564.0 2.9 1269
20 0.2470 608.000 609.0 3.1 1370
21 0.2620 636.000 637.0 13 1433
22 0.2780 620.000 621.0 15 1397
23 0.2920 655.000 656.0 3.6 1476
24 0.3070 681.000 682.0 3.8 1535
25 0.3260 703.000 704.0 4.1 1584
26 0.3390 723.000 724.0 4.2 1629
27 0.3550 745.000 746.0 4.4 1679
28 0.3640 742.000 743.0 4.5 1672
29 0.3880 771.000 772.0 4.9 1737
30 0.4030 788.000 789.0 5.0 1775
31 0.4210 826.000 827.0 5.3 1861
32 0.4400 874.000 875.0 5.5 1969
33 0.4600 915.000 916.0 5.8 2061
34 0.4790 970.000 971.0 6.0 2185
35 0.5000 1014.000 1015.0 6.3 2284
36 0.5190 1041.000 1042.0 6.5 2345
37 0.5390 1067.000 1068.0 6.7 2403
38 0.5520 1088.000 1089.0 6.9 2450
39 0.5790 1110.000 1 1 1 LO 7.2 2500
40 0.5990 1123.000 1124.0 7.5 2529
41 0.6200 1201.000 1202.0 7.8 2705
42 0.6400 1238.000 1239.0 8.0 2788
43 0.6600 1280.000 1281.0 8.3 2882
44 0.6730 1294.000 1295.0 8.4 2914
45 0.7000 1308.000 1309.0 8.8 2945
46 0.7200 1344.000 1345.0 9.0 3026
47 0.7410 1368.000 1369.0 9.3 3080
48 0.7600 1387.000 1388.0 9.5 3123
49 0.7800 1422.000 1423.0 9.8 3202
50 0.8010 1446.000 1447.0 10.0 3256
51 0.8210 1476.000 1477.0 10.3 3323
52 0.8410 1508.000 1509.0 10.5 3395
53 0.8620 1541.000 1542.0 10.8 3470
54 0.8820 1565.000 1566.0 11.0 3524
55 0.9020 1567.000 1568.0 11.3 3528
56 0.9230 1639.000 1640.0 11.5 3690
57 0.9430 1679.000 1680.0 11.8 3780
58 0.9630 1727.000 1728.0 12.0 3888
59 0.9830 1740.000 1741.0 12.3 3917
60 1.0050 1781.000 1782.0 12.6 4010
61 1.0240 1790.000 1791.0 12.8 4030
Knight Piesold Geotechnical Lab.