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2017-11-02_REVISION - M1977023 (7)
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2017-11-02_REVISION - M1977023 (7)
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Entry Properties
Last modified
6/15/2021 2:35:17 PM
Creation date
11/3/2017 8:03:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977023
IBM Index Class Name
Revision
Doc Date
11/2/2017
Doc Name
Application
From
Oldcastle SW Group, Inc. dba United Companies
To
DRMS
Type & Sequence
AM1
Email Name
DMC
GRM
Media Type
D
Archive
No
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54 100.00 7571.73 140.09 7552.79 261.88 7862.51 332.80 2.122 <br /> 55 98.29 7572.54 140.09 7552.79 267.81 7877.28 348.71 2.122 <br /> 56 100.00 7571.73 141.26 7552.25 269.25 7876.62 348.71 2.122 <br /> 57 100.00 7571.73 140.09 7552.79 266.07 7871.38 342.59 2.122 <br /> 58 100.00 7571.73 141.26 7552.25 265.58 7868.85 340.14 2.122 <br /> 59 100.00 7571.73 141.26 7552.25 270.83 7879.95 352.39 2.122 <br /> 60 100.00 7571.73 141.26 7552.25 268.21 7874.40 346.27 2.122 <br /> 61 100.00 7571.73 141.26 7552.25 267.16 7872.18 343.82 2.122 <br /> 62 96.57 7573.35 140.09 7552.79 267.71 7879.29 350.55 2.122 <br /> 63 100.00 7571.73 141.26 7552.25 266.63 7871.07 342.59 2.122 <br /> 64 99.14 7572.14 140.09 7552.79 268.51 7877.66 349.33 2.122 <br /> 65 99.14 7572.14 140.09 7552.79 265.37 7871.00 341.98 2.122 <br /> 66 99.14 7572.14 140.09 7552.79 265.63 7871.56 342.59 2.122 <br /> 67 97.43 7572.95 140.09 7552.79 268.41 7879.67 351.16 2.122 <br /> 68 98.29 7572.54 140.09 7552.79 268.07 7877.83 349.33 2.122 <br /> 69 99.14 7572.14 141.26 7552.25 270.38 7880.12 352.39 2.122 <br /> 70 100.00 7571.73 141.26 7552.25 269.52 7877.17 349.33 2.122 <br /> 71 100.00 7571.73 140.09 7552.79 261.35 7861.40 331.57 2.122 <br /> 72 98.29 7572.54 140.09 7552.79 264.40 7870.07 340.76 2.122 <br /> 73 99.14 7572.14 141.26 7552.25 268.29 7875.68 347.49 2.122 <br /> 74 99.14 7572.14 140.09 7552.79 269.30 7879.32 351.16 2.122 <br /> 75 99.14 7572.14 140.09 7552.79 261.70 7863.23 333.41 2.122 <br /> 76 99.14 7572.14 140.09 7552.79 267.72 7876.00 347.49 2.122 <br /> 77 100.00 7571.73 142.42 7551.70 269.29 7875.19 347.49 2.122 <br /> 78 100.00 7571.73 140.09 7552.79 260.83 7860.29 330.35 2.122 <br /> 79 100.00 7571.73 140.09 7552.79 259.78 7858.07 327.90 2.122 <br /> 80 99.14 7572.14 140.09 7552.79 266.15 7872.67 343.82 2.122 <br /> 81 100.00 7571.73 142.42 7551.70 271.39 7879.63 352.39 2.122 <br /> 82 100.00 7571.73 140.09 7552.79 263.71 7866.39 337.08 2.122 <br /> 83 96.57 7573.35 140.09 7552.79 268.23 7880.40 351.78 2.122 <br /> 84 98.29 7572.54 140.09 7552.79 264.14 7869.51 340.14 2.122 <br /> 85 99.14 7572.14 141.26 7552.25 270.12 7879.57 351.78 2.122 <br /> 86 100.00 7571.73 141.26 7552.25 268.73 7875.51 347.49 2.122 <br /> 87 100.00 7571.73 140.09 7552.79 260.57 7859.73 329.73 2.122 <br /> 88 100.00 7571.73 140.09 7552.79 266.33 7871.94 343.20 2.122 <br /> 89 99.14 7572.14 140.09 7552.79 265.89 7872.11 343.20 2.122 <br /> 90 100.00 7571.73 140.09 7552.79 258.21 7854.74 324.22 2.122 <br /> 91 99.14 7572.14 140.09 7552.79 264.06 7868.23 338.92 2.122 <br /> 92 99.14 7572.14 140.09 7552.79 266.94 7874.33 345.65 2.122 <br /> 93 100.00 7571.73 141.26 7552.25 267.94 7873.84 345.65 2.122 <br /> 94 99.14 7572.14 140.09 7552.79 266.68 7873.78 345.04 2.122 <br /> 95 98.29 7572.54 140.09 7552.79 268.85 7879.50 351.16 2.122 <br /> 96 99.14 7572.14 140.09 7552.79 267.99 7876.55 348.10 2.122 <br /> 97 100.00 7571.73 142.42 7551.70 268.77 7874.08 346.27 2.122 <br /> 98 100.00 7571.73 142.42 7551.70 271.13 7879.08 351.78 2.122 <br /> 99 99.14 7572.14 141.26 7552.25 267.50 7874.02 345.65 2.122 <br /> Critical Failure Circle <br /> Intersects: XL: 100.00 YL: 7571.73 XR: 140.09 YR: 7552.79 <br /> Centre: XC: 270.26 YC: 7880.26 Radius: R: 352.39 <br /> Generated failure surface: (20 points) <br /> 100.00 7571.73 102.05 7570.61 104.10 7569.50 106.17 7568.41 108.24 7567.33 <br /> 110.31 7566.26 112.40 7565.21 114.49 7564.17 116.59 7563.14 118.69 7562.13 <br /> 120.80 7561.14 122.92 7560.15 125.05 7559.18 127.18 7558.23 129.32 7557.29 <br /> 131.46 7556.36 133.61 7555.45 135.76 7554.55 137.92 7553.66 140.09 7552.79 <br /> Slice Geometry and Properties (38 slices) <br /> Slice X-S Base PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor <br /> 1 100.00 0.04 28.7 1.02 1.17 1 0.00 45.0 4.29 986.96 846.77 0.91 <br /> 2 101.02 0.12 28.7 1.02 1.17 1 0.00 45.0 13.04 1028.04 884.71 0.91 <br /> 3 102.05 0.19 28.3 1.03 1.17 1 0.00 45.0 21.25 1068.58 922.23 0.91 <br /> 4 103.08 0.26 28.3 1.03 1.17 1 0.00 45.0 29.04 1108.74 959.43 0.91 <br /> 5 104.10 0.33 28.0 1.03 1.17 1 0.00 45.0 36.34 1149.06 996.21 0.91 <br /> Ready Mix Pit October 2017 Grt,I aww.ki and Asox-tales.PI.I.4 <br />
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