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

11 96.17 32.82
12 99.14 33.26
13 102.08 33.82
14 105.00 34.50
15 107.90 35.30
16 110.75 36.21
17 113.57 37.24
18 116.35 38.38
19 119.07 39.64
20 121.75 41.00
21 124.36 42.46
22 126.92 44.04
23 129.41 45.71
24 131.83 47.48
25 134.18 49.35
26 136.44 51.31
27 138.63 53.36
28 140.74 55.50
29 142.76 57.72
30 144.68 60.02
31 146.51 62.40
32 148.25 64.85
33 149.88 67.36
34 150.13 67.79
**** Simplified BISHOP FOS = 1.165 ****
The following is a summary of the TEN most critical surfaces
Problem Description South Platte River NE Corner
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (f t) (ft) (ft) (ft) (ft-lb)
1. 1.165 86.65 106.63 74.43 66.45 150.13 5.630E+06
2. 1.223 102.52 97.08 64.24 88.90 154.99 4.665E+06
3. 1.236 88.90 113.76 81.11 69.51 152.70 6.494E+06
4. 1.259 89.90 113.03 81.48 66.45 153.60 6.999E+06
5. 1.274 100.49 107.86 74.85 85.84 157.01 5.746E+06
6. 1.317 94.75 132.98 101.18 69.51 161.55 8.658E+06
7. 1.322 106.93 103.02 70.17 94.00 159.93 5.063E+06
8. 1.331 98.97 133.32 100.57 78.69 164.45 8.056E+06
9. 1.337 100.99 114.35 81.19 86.86 159.02 6.408E+06
10. 1.340 106.61 114.72 82.34 88.90 165.32 6.201E+06
* * * END OF FILE