2020-02-05_REVISION - M1998013 ‎(27)‎

• Permit No: M1998013
• IBM Index Class Name: REVISION
• Doc Date: 2/5/2020
• Doc Name: Request For Amendment To Permit
• From: Bestway Concrete Co.
• To: DRMS
• Type & Sequence: AM3
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

No. (ft) (ft)
1 80 .00 4798.00
2 86.37 4795.09
3 92 .89 4792 .55
4 99.55 4790.39
5 106.32 4788.62
6 113 .18 4787.24
7 120 .11 4786.27
8 127.09 4785.69
9 134.09 4785.52
10 141.08 4785.75
11 148.06 4786.39
12 154.98 4787.43
13 161.83 4788.87
14 168.59 4790.70
15 175.22 4792.92
16 181.72 4795.52
17 188 .06 4798.48
18 194.22 4801.82
19 200 .17 4805.50
20 205.90 4809.52
21 211.39 4813 .86
22 216 . 62 4818.51
23 219. 92 4821.80
**** Simplified BISHOP FOS = 1.737 ****
The following is a summary of the TEN most critical
surfaces
Problem Description : Vogl Cell 2A Sec B Seismic
FOS Circle Center Radius Initial
Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-
coord Moment
(ft) (ft) (ft) (ft)
(ft) (ft-lb)
1. 1.737 133 .56 4906.64 121.12 80.00
219.92 1.562E+07
2 . 1.739 131.03 4894.60 108.64 81.32
209.12 1 .286E+07
3 . 1.741 134.32 4900.78 115.64 81.32
218 .43 1.493E+07
4 . 1.742 131.98 4899.97 113 .86 81.32
5