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

75 348.00 6234.66 705.97 6384.35 369.40 6686.36 452.21 1.372
76 348.00 6234.66 647.39 6369.61 322.61 6690.57 456.62 1.372
77 348.00 6234.66 705.97 6384.35 367.52 6690.86 456.62 1.372
78 348.00 6234.66 705.97 6384.35 366.89 6692.36 458.09 1.373
79 348.00 6234.66 705.97 6384.35 368.78 6687.86 453.68 1.373
80 348.00 6234.66 705.97 6384.35 366.27 6693.85 459.56 1.373
81 348.00 6234.66 705.97 6384.35 365.64 6695.35 461.03 1.374
82 348.00 6234.66 705.97 6384.35 368.15 6689.36 455.15 1.374
83 348.00 6234.66 705.97 6384.35 365.02 6696.84 462.50 1.374
84 348.00 6234.66 647.39 6369.61 321.96 6692.01 458.09 1.377
85 348.00 6234.66 725.50 6384.99 393.40 6669.80 437.50 1.377
86 333.89 6230.87 647.39 6369.61 327.10 6669.79 438.97 1.377
87 348.00 6234.66 725.50 6384.99 392.79 6671.34 438.97 1.377
88 348.00 6234.66 725.50 6384.99 392.17 6672.88 440.44 1.377
89 348.00 6234.66 725.50 6384.99 391.56 6674.42 441.91 1.377
90 348.00 6234.66 725.50 6384.99 389.11 6680.56 447.79 1.378
91 348.00 6234.66 725.50 6384.99 390.95 6675.96 443.38 1.378
92 263.37 6211.92 608.34 6351.18 286.41 6651.76 440.44 1.378
93 348.00 6234.66 725.50 6384.99 388.50 6682.09 449.26 1.378
94 348.00 6234.66 725.50 6384.99 387.89 6683.62 450.74 1.378
95 348.00 6234.66 725.50 6384.99 390.33 6677.49 444.85 1.378
96 348.00 6234.66 725.50 6384.99 387.28 6685.15 452.21 1.379
97 348.00 6234.66 725.50 6384.99 386.67 6686.68 453.68 1.379
98 348.00 6234.66 725.50 6384.99 389.72 6679.03 446.32 1.379
99 348.00 6234.66 725.50 6384.99 386.07 6688.21 455.15 1.379
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 333.89 YL: 6230.87 XR: 647.39 YR: 6369.61
Centre: XC: 325.16 YC: 6674.16 Radius: R: 443.38
Generated failure surface: (20 points)
333.89 6230.87 352.40 6231.62 370.87 6233.14 389.25 6235.44 407.52
6238.50
425.65 6242.32 443.60 6246.89 461.34 6252.21 478.85 6258.27 496.09
6265.05
513.03 6272.55 529.64 6280.75 545.90 6289.63 561.77 6299.19 577.22
6309.40
592.24 6320.25 606.79 6331.71 620.85 6343.78 634.39 6356.42 647.39
6369.61
Slice Geometry and Properties - Critical Failure Surface (circle 1, 42 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress
Factor
1 333.89 9.77 2.3 9.26 9.26 2 100.00 35.0 1220.71 0.00 126.03 0.98
2 343.15 29.30 2.3 9.26 9.26 2 100.00 35.0 3662.15 0.00 384.20 0.98
3 352.40 46.89 4.7 9.23 9.26 2 100.00 35.0 5861.79 0.00 601.99 0.96
4 361.64 62.74 4.7 9.23 9.26 2 100.00 35.0 7842.76 0.00 807.48 0.96
5 370.87 76.45 7.1 9.19 9.26 2 100.00 35.0 9555.86 0.00 965.42 0.94
6 380.06 88.60 7.1 9.19 9.26 2 100.00 35.0 11074.46 0.00 1120.26
0.94
7 389.25 98.32 9.5 9.14 9.26 2 100.00 35.0 12290.04 0.00 1222.53
0.93
8 398.38 106.76 9.5 9.14 9.26 2 100.00 35.0 13345.52 0.00 1328.57
0.93
9 407.52 76.93 11.9 6.24 6.38 2 100.00 35.0 9616.78 0.00 1369.91