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2020-06-30_REVISION - M1974086 (6)
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2020-06-30_REVISION - M1974086 (6)
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Entry Properties
Last modified
1/8/2025 4:12:03 AM
Creation date
7/2/2020 3:02:26 PM
Metadata
Fields
Template:
DRMS Permit Index
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
MAC
AWA
Media Type
D
Archive
No
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64 390.32 6246.03 666.92 6378.39 341.61 6703.00 459.56 1.322 <br /> 65 362.11 6238.45 666.92 6378.39 335.99 6697.26 459.56 1.322 <br /> 66 291.58 6219.50 627.87 6360.79 300.69 6668.67 449.26 1.322 <br /> 67 376.21 6242.24 666.92 6378.39 348.27 6680.32 438.97 1.322 <br /> 68 348.00 6234.66 647.39 6369.61 329.75 6674.72 440.44 1.322 <br /> 69 333.89 6230.87 647.39 6369.61 321.29 6682.90 452.21 1.322 <br /> 70 460.84 6281.23 705.97 6384.35 420.59 6719.83 440.44 1.323 <br /> 71 432.63 6262.42 686.45 6383.70 374.24 6710.84 452.21 1.323 <br /> 72 404.42 6249.81 666.92 6378.39 352.22 6688.63 441.91 1.324 <br /> 73 460.84 6281.23 705.97 6384.35 420.00 6721.25 441.91 1.324 <br /> 74 291.58 6219.50 627.87 6360.79 300.06 6670.16 450.74 1.325 <br /> 75 460.84 6281.23 705.97 6384.35 419.40 6722.67 443.38 1.325 <br /> 76 432.63 6262.42 686.45 6383.70 373.58 6712.24 453.68 1.325 <br /> 77 333.89 6230.87 647.39 6369.61 320.65 6684.35 453.68 1.326 <br /> 78 348.00 6234.66 647.39 6369.61 329.10 6676.17 441.91 1.327 <br /> 79 460.84 6281.23 705.97 6384.35 418.80 6724.09 444.85 1.327 <br /> 80 404.42 6249.81 666.92 6378.39 351.54 6690.03 443.38 1.327 <br /> 81 305.68 6223.29 627.87 6360.79 310.67 6657.82 434.56 1.327 <br /> 82 432.63 6262.42 686.45 6383.70 372.91 6713.63 455.15 1.328 <br /> 83 460.84 6281.23 705.97 6384.35 418.20 6725.51 446.32 1.328 <br /> 84 291.58 6219.50 627.87 6360.79 299.44 6671.64 452.21 1.328 <br /> 85 333.89 6230.87 647.39 6369.61 320.01 6685.80 455.15 1.329 <br /> 86 460.84 6281.23 705.97 6384.35 417.61 6726.93 447.79 1.330 <br /> 87 404.42 6249.81 666.92 6378.39 350.85 6691.43 444.85 1.331 <br /> 88 432.63 6262.42 686.45 6383.70 372.24 6715.03 456.62 1.331 <br /> 89 348.00 6234.66 647.39 6369.61 328.45 6677.61 443.38 1.331 <br /> 90 376.21 6242.24 666.92 6378.39 348.94 6678.89 437.50 1.331 <br /> 91 305.68 6223.29 627.87 6360.79 310.04 6659.30 436.03 1.331 <br /> 92 460.84 6281.23 705.97 6384.35 417.01 6728.35 449.26 1.332 <br /> 93 291.58 6219.50 627.87 6360.79 298.82 6673.12 453.68 1.332 <br /> 94 333.89 6230.87 647.39 6369.61 319.37 6687.25 456.62 1.333 <br /> 95 362.11 6238.45 666.92 6378.39 336.65 6695.83 458.09 1.333 <br /> 96 432.63 6262.42 686.45 6383.70 371.58 6716.42 458.09 1.333 <br /> 97 460.84 6281.23 705.97 6384.35 416.41 6729.77 450.74 1.334 <br /> 98 517.26 6301.28 725.50 6384.99 455.16 6756.62 459.56 1.334 <br /> 99 404.42 6249.81 666.92 6378.39 350.17 6692.83 446.32 1.334 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 397.37 YL: 6247.92 XR: 676.68 YR: 6382.78 <br /> Centre: XC: 354.72 YC: 6692.94 Radius: R: 447.06 <br /> Generated failure surface: (20 points) <br /> 397.37 6247.92 413.93 6249.82 430.41 6252.34 446.78 6255.46 463.03 <br /> 6259.20 <br /> 479.13 6263.54 495.05 6268.48 510.78 6274.00 526.29 6280.11 541.56 <br /> 6286.80 <br /> 556.57 6294.04 571.30 6301.85 585.73 6310.19 599.84 6319.07 613.61 <br /> 6328.47 <br /> 627.02 6338.38 640.05 6348.77 652.68 6359.65 664.90 6370.99 676.68 <br /> 6382.78 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 44 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress <br /> Factor <br /> 1 397.37 5.28 6.5 8.28 8.34 2 100.00 35.0 659.59 0.00 66.09 0.95 <br />
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