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

12 123.06 34.15
13 127.00 34.98
" 14 130.87 35.95
15 134.71 37.08
16 138.51 38.35
17 142.25 39.76
18 145.94 41.31
19 149.56 43.00
20 153.12 44.83
21 156.60 46.79
22 160.01 48.69
23 163.34 51.11
24 166.58 53.46
25 169.72 55.93
26 172.77 58.51
27 175.73 61.21
28 178.57 64.02
29 181.31 66.94
30 183.93 69.96
31 183.96 70.00
**** Simplified BISHOP FOS = 1.081 ****
The following is a summary of the TEN most critical surfaces
Problem Description Highway 7 With Slu rry Wall
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. 1.081 103.25 137.44 105.18 79.41 163.96 6.150E+06
2. 1.083 113.67 112.26 79.98 93.69 180.82 4.457E+06
3. 1.163 112.43 136.47 103.66 91.65 191.95 7.294E+06
4. 1.166 117.23 134.93 102.50 95.73 196.53 7.752E+06
5. 1.175 111.04 155.37 123.05 85.53 199.64 9.856E+06
6. 1.177 111.10 135.35 102.30 91.65 189.79 6.971E+06
7. 1.184 103.59 135.92 102.70 84.51 182.33 6.025E+06
8. 1.186 114.82 124.58 91.43 98.80 188.16 6.040E+06
9. 1.189 102.07 175.29 143.21 73.29 199.15 1.147E+07
10. 1.194 116.42 107.74 74.50 103.90 178.29 4.203E+06
* * * END OF FILE