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

8 103.49 32.72
9 106.48 32.91
10 109.47 33.22
11 112.44 33.66
12 115.38 34.22
13 118.30 34.90
14 121.20 35.70
15 124.05 36.63
16 126.86 37.67
17 129.63 38.82
18 132.35 40.09
19 135.01 41.47
20 137.62 42.97
21 140.16 44.56
22 142.63 46.26
23 145.02 48.07
24 147.34 49.97
25 149.58 51.96
26 151.74 54.05
27 153.81 56.23
28 155.78 58.48
29 157.66 60.82
30 159.44 63.24
31 159.86 63.86
**** Simplified BISHOP FOS = 1.175 ****
The following is a summary of the TEN most critical surfaces
Problem Description Brighton Ditch by West Pit
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. 1.175 100.42 104.89 72.24 82.67 159.86 3 .297E+06
2. 1.177 103.73 129.94 97.38 82.67 171.37 5 .215E+06
3. 1.190 108.08 106.21 73.99 89.82 168.85 3 .778E+06
4. 1.211 108.46 110.88 78.62 89.82 170.48 4 .190E+06
5. 1.214 102.98 120.97 88.12 84.71 170.05 4 .629E+06
6. 1.219 108.74 103.36 70.34 95.94 167.02 3 .395E+06
7. 1.221 103.82 137.36 104.98 80.63 172.53 5 .959E+06
8. 1.224 95.37 120.22 87.74 74.51 162.71 4 .365E+06
9. 1.263 102.89 143.91 111.05 81.65 173.23 6 .365E+06
10. 1.273 105.34 137.72 104.86 85.73 173.45 6 .017E+06
* * * END OF FILE