2020-06-30_REVISION - M1974086 ‎(6)‎

• Permit No: M1974086
• IBM Index Class Name: REVISION
• Doc Date: 6/30/2020
• Doc Name: Request for Technical Revision
• From: Asphalt Paving Co.
• To: DRMS
• Type & Sequence: TR4
• Email Name: ECS
• Email Name: MAC
• Email Name: AWA
• Media Type: D
• Archive: No

71 369.16 6240.34 657.16 6374.00 335.24 6690.54 451.47 1.322
72 369.16 6240.34 657.16 6374.00 334.58 6691.96 452.94 1.323
73 383.26 6244.13 657.16 6374.00 346.06 6676.36 433.82 1.324
74 397.37 6247.92 676.68 6382.78 358.13 6685.87 439.71 1.326
75 312.74 6225.18 637.63 6365.22 312.67 6672.24 447.06 1.327
76 383.26 6244.13 657.16 6374.00 345.38 6677.77 435.29 1.328
77 355.05 6236.55 657.16 6374.00 337.48 6675.91 439.71 1.329
78 439.68 6267.12 696.21 6384.02 395.23 6704.58 439.71 1.330
79 425.58 6257.72 676.68 6382.78 369.50 6684.94 430.88 1.331
80 369.16 6240.34 657.16 6374.00 333.92 6693.39 454.41 1.332
81 383.26 6244.13 657.16 6374.00 344.71 6679.19 436.76 1.332
82 397.37 6247.92 676.68 6382.78 358.81 6684.46 438.24 1.333
83 425.58 6257.72 676.68 6382.78 368.81 6686.33 432.35 1.336
84 383.26 6244.13 657.16 6374.00 344.04 6680.61 438.24 1.336
85 369.16 6240.34 657.16 6374.00 333.26 6694.81 455.88 1.337
86 383.26 6244.13 676.68 6382.78 347.96 6698.64 455.88 1.338
87 397.37 6247.92 676.68 6382.78 359.50 6683.04 436.76 1.339
88 312.74 6225.18 637.63 6365.22 313.94 6669.30 444.12 1.339
89 284.53 6217.61 618.11 6355.99 300.17 6651.15 433.82 1.340
90 383.26 6244.13 657.16 6374.00 343.37 6682.02 439.71 1.340
91 439.68 6267.12 696.21 6384.02 395.88 6703.16 438.24 1.340
92 355.05 6236.55 657.16 6374.00 338.14 6674.46 438.24 1.341
93 467.89 6285.93 715.74 6384.67 431.05 6738.85 454.41 1.341
94 425.58 6257.72 676.68 6382.78 368.12 6687.72 433.82 1.341
95 425.58 6257.72 676.68 6382.78 367.42 6689.11 435.29 1.341
96 326.84 6228.97 637.63 6365.22 323.21 6659.84 430.88 1.342
97 284.53 6217.61 618.11 6355.99 299.55 6652.64 435.29 1.342
98 383.26 6244.13 676.68 6382.78 348.63 6697.22 454.41 1.343
99 383.26 6244.13 657.16 6374.00 342.70 6683.44 441.18 1.344
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 397.37 YL: 6247.92 XR: 676.68 YR: 6382.78
Centre: XC: 354.72 YC: 6692.94 Radius: R: 447.06
Generated failure surface: (20 points)
397.37 6247.92 413.93 6249.82 430.41 6252.34 446.78 6255.46 463.03
6259.20
479.13 6263.54 495.05 6268.48 510.78 6274.00 526.29 6280.11 541.56
6286.80
556.57 6294.04 571.30 6301.85 585.73 6310.19 599.84 6319.07 613.61
6328.47
627.02 6338.38 640.05 6348.77 652.68 6359.65 664.90 6370.99 676.68
6382.78
Slice Geometry and Properties - Critical Failure Surface (circle 1, 44 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress
Factor
1 397.37 5.28 6.5 8.28 8.34 2 100.00 35.0 659.59 0.00 66.09 0.95
2 405.65 15.84 6.5 8.28 8.34 2 100.00 35.0 1979.79 0.00 215.80 0.95
3 413.93 17.61 8.7 6.07 6.14 2 100.00 35.0 2201.22 0.00 322.46 0.93
4 420.00 23.90 8.7 5.20 5.27 2 100.00 35.0 2987.16 0.00 516.92 0.93
5 425.20 37.82 8.7 5.20 5.27 2 100.00 35.0 4728.03 0.00 824.80 0.93
6 430.41 86.38 10.8 8.19 8.34 2 100.00 35.0 10798.04 0.00 1176.25
0.92
7 438.60 118.26 10.8 8.19 8.34 2 100.00 35.0 14783.10 0.00 1615.55