PERMFILE58943

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: HAUL ROAD D STABILITY ANALYSIS YOAST MINE
• Section_Exhibit Name: TAB 13 ATTACHMENT 13-16
• Media Type: D
• Archive: No

1 162.22 7527.00
2 167.08 7525.81
3 171.98 7524.84
4 176.93 7524.08
5 181.90 7523.54
6 186.89 7523.22
7 191.89 7523.11
8 196.88 7523.23
9 201.87 7523.56
10 206.84 7524.11
11 211.78 7524.88
12 216.69 7525.86
13 221.54 7527.05
14 226.34 7528.46
15 231.07 7530.07
16 235.73 7531.89
17 240.30 7533.92
18 244.78 7536.13
19 249.16 7538.55
20 253.43 7541.15
21 257.58 7543.94
22 261.61 7546.90
23 265.50 7550.04
24 269.25 7553.35
25 272.85 7556.81
26 276.30 7560.43
27 279.59 7564.20
28 282.71 7568.11
29 285.65 7572.15
• 30 287.84 7575.45
**** Simplified BISHOP FOS = 2.150 ****
The following is a summary of the TEN most critical surfaces
Problem Description Haul Road D (4+50)
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. 2.150 191.79 7637.51 114.40 162.22 287.84 2.401E+07
2. 2.165 187.53 7641.47 113.33 170.00 278.91 1.748E+07
3. 2.175 177.93 7660.93 135.98 154.44 283.19 2.425E+07
4. 2.179 194.56 7630.59 109.74 158.33 289.61 2.570E+07
5. 2.181 177.87 7677.98 150.89 166.11 288.80 2.580E+07
6. 2.208 180.42 7613.23 92.60 146.67 263.46 1.589E+07
7. 2.216 181.00 7642.42 122.86 138.89 283.70 2.805E+07
8. 2.225 174.10 7655.61 132.37 142.78 278.58 2.418E+07
9. 2.232 182.97 7608.82 91.16 142.78 266.70 1.856E+07
•
10. 2.244 173.69 7645.21 123.23 138.89 273.99 2.258E+07
* * * END OF FILE