PERMFILE45871

• Permit No: m2004044
• IBM Index Class Name: Permit File
• Doc Date: 6/15/2004
• Doc Name: Application Part 3 - Gravel Mine Slope Stability Analysis
• From: Aggregate Industries - WCR Inc.
• To: DMG
• Media Type: D
• Archive: No

13 112.09 33.63
14 115.02 34.28
15 117.92 35.04
16 120.79 35.91
17 123.63 36.90
18 126.42 38.00
19 129.16 39.20
20 131.86 40.52
21 134.51 41.93
22 137.09 43.45
23 139.62 45.08
24 142.07 46.80
25 144.46 48.61
26 146.78 50.52
27 149.02 52.52
28 151.17 54.60
29 153.25 56.77
30 155.23 59.00
**** Simplified BISHOP FOS = 1.048 ****
The following is a summary of the TEN most critical surfaces
Problem Description West Side Power Line
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. 1.048 97.12 108.43 76.29 76.45 155.23 3.086E+06
2. 1.113 99.24 115.26 82.65 79.51 159.77 3.559E+06
3. 1.172 110.27 106.63 73.60 95.84 166.38 3.246E+06
4. 1.172 112.23 95.60 62.73 98.90 163.17 2.682E+06
5. 1.241 110.72 112.66 79.48 96.86 169.33 3.707E+06
6. 1.268 100.13 113.86 82.34 76.45 161.52 4.350E+06
7. 1.274 108.57 131.21 98.43 88.69 175.44 5.011E+06
8. 1.288 100.87 143.09 109.98 80.53 171.75 5.551E+06
9. 1.289 118.33 85.55 53.46 104.00 164.71 2.318E+06
10. 1.299 115.42 113.96 81.52 97.88 175.61 4.070E+06
* * * END OF FILE