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

88 527.37 6246.52 969.79 6410.00 624.81 6663.22 427.94 1.461
89 513.26 6241.96 969.79 6410.00 614.38 6671.39 441.18 1.462
90 555.58 6255.66 969.79 6410.00 627.00 6696.97 447.06 1.462
91 527.37 6246.52 969.79 6410.00 625.42 6661.57 426.47 1.462
92 513.26 6241.96 969.79 6410.00 614.99 6669.73 439.71 1.462
93 527.37 6246.52 969.79 6410.00 626.03 6659.91 425.00 1.462
94 555.58 6255.66 969.79 6410.00 626.40 6698.56 448.53 1.462
95 513.26 6241.96 969.79 6410.00 615.60 6668.08 438.24 1.462
96 555.58 6255.66 969.79 6410.00 625.82 6700.14 450.00 1.462
97 513.26 6241.96 969.79 6410.00 616.22 6666.42 436.76 1.462
98 513.26 6241.96 969.79 6410.00 616.83 6664.75 435.29 1.463
99 569.68 6260.22 969.79 6410.00 640.92 6679.21 425.00 1.463
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 583.79 YL: 6264.79 XR: 794.05 YR: 6347.83
Centre: XC: 537.31 YC: 6690.20 Radius: R: 427.94
Generated failure surface: (20 points)
583.79 6264.79 595.74 6266.26 607.64 6268.08 619.49 6270.22 631.27
6272.70
642.98 6275.51 654.61 6278.65 666.14 6282.11 677.57 6285.89 688.89
6290.00
700.09 6294.42 711.16 6299.16 722.09 6304.20 732.88 6309.56 743.51
6315.21
753.98 6321.16 764.27 6327.40 774.39 6333.93 784.32 6340.74 794.05
6347.83
Slice Geometry and Properties - Critical Failure Surface (circle 1, 40 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress
Factor
1 583.79 3.57 7.0 5.98 6.02 2 100.00 35.0 446.75 0.00 61.95 0.95
2 589.76 10.72 7.0 5.98 6.02 2 100.00 35.0 1340.24 0.00 202.67 0.95
3 595.74 17.28 8.7 5.95 6.02 2 100.00 35.0 2159.65 0.00 326.64 0.94
4 601.69 23.35 8.7 5.95 6.02 2 100.00 35.0 2918.86 0.00 445.07 0.94
5 607.64 28.77 10.3 5.92 6.02 2 100.00 35.0 3596.60 0.00 544.07
0.93
6 613.57 33.78 10.3 5.92 6.02 2 100.00 35.0 4222.13 0.00 640.78
0.93
7 619.49 38.05 11.9 5.89 6.02 2 100.00 35.0 4755.85 0.00 715.71
0.92
8 625.38 41.98 11.9 5.89 6.02 2 100.00 35.0 5247.40 0.00 791.11
0.92
9 631.27 38.76 13.5 5.05 5.20 2 100.00 35.0 4845.30 0.00 839.49
0.92
10 636.33 40.90 13.5 5.05 5.20 2 100.00 35.0 5112.99 0.00 886.69
0.92
11 641.38 13.55 13.5 1.60 1.65 2 100.00 35.0 1693.47 0.00 926.61
0.92
12 642.98 31.38 15.1 3.54 3.67 1 135.00 22.0 3922.15 0.00 1002.85
0.96
13 646.52 33.28 15.1 3.54 3.67 1 135.00 22.0 4160.01 0.00 1065.14
0.96
14 650.06 45.56 15.1 4.55 4.71 1 135.00 22.0 5695.33 0.00 1136.33
0.96
15 654.61 61.78 16.7 5.77 6.02 1 135.00 22.0 7722.79 0.00 1204.24