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

10 107.07 33.66
11 110.96 34.59
12 114.80 35.72
13 118.57 37.07
14 122.25 38.61
15 125.85 40.35
16 129.36 42.29
17 132.75 44.41
18 136.01 46.72
19 139.16 49.20
20 142.16 51.84
21 145.01 54.64
22 147.71 57.60
23 150.24 60.69
24 152.60 63.92
25 154.78 67.28
26 155.17 67.94
**** Simplified BISHOP FOS = 1.058 ****
The following is a summary of the TEN most critical surfaces
Problem Description : Tucson Road Mudlens Slurry Wall HiWT
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (f t) (ft) (ft) (f t) (ft-lb)
1. 1.058 91.95 105.78 73.69 71.45 155.17 4.975E+06
2. 1.066 99.15 97.17 64.45 82.67 156.36 4.274E+06
3. 1.093 103.74 91.09 59.18 85.73 157.80 4.076E+06
4. 1.101 106.59 94.97 62.15 92.88 161.67 4.089E+06
5. 1.125 93.79 111.01 78.42 74.51 158.56 5.623E+06
6. 1.126 104.14 124.44 91.92 83.69 178.19 7.282E+06
7. 1.131 108.34 100.68 68.50 90.84 169.02 4.834E+06
8. 1.148 103.06 113.44 80.61 85.73 170.61 5.940E+06
9. 1.155 108.41 98.26 65.26 95.94 166.15 4.450E+06
10. 1.165 97.27 124.81 92.91 73.49 172.27 7.464E+06
* * * END OF FILE * *