2017-11-02_REVISION - M1977023 ‎(7)‎

• 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
• Email Name: GRM
• Media Type: D
• Archive: No

Slice Geometry and Properties (39 slices)
Slice X-S Base PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 58.00 2.78 36.9 3.57 4.46 1 0.00 45.0 305.54 0.00 64.24 0.94
2 61.57 6.36 36.9 2.90 3.63 1 0.00 45.0 699.79 246.45 197.75 0.94
3 64.47 6.70 35.4 2.07 2.54 1 0.00 45.0 736.79 461.59 314.20 0.93
4 66.54 20.56 35.4 4.52 5.55 1 0.00 45.0 2261.83 1819.76 492.55 0.93
5 71.06 20.30 34.0 3.35 4.04 1 0.00 45.0 2232.54 2017.39 720.62 0.93
6 74.41 24.36 34.0 3.35 4.04 1 0.00 45.0 2679.22 2587.75 906.09 0.93
7 77.76 19.56 32.6 2.37 2.81 1 0.00 45.0 2151.28 2129.91 1063.81 0.92
8 80.13 21.38 32.6 2.37 2.81 1 0.00 45.0 2352.29 2395.09 1186.85 0.92
9 82.50 19.92 32.6 2.08 2.47 1 0.00 45.0 2190.94 2319.48 1296.13 0.92
10 84.58 34.56 31.1 3.46 4.04 1 0.00 45.0 3801.94 4234.93 1422.10 0.92
11 88.04 36.14 31.1 3.46 4.04 1 0.00 45.0 3975.38 4762.45 1569.66 0.92
12 91.50 38.08 29.7 3.51 4.04 1 0.00 45.0 4188.56 5278.69 1717.20 0.92
13 95.01 39.29 29.7 3.51 4.04 1 0.00 45.0 4321.36 5784.02 1855.24 0.92
14 96.52 40.86 28.3 3.56 4.04 1 0.00 45.0 4494.77 6278.42 1993.54 0.92
15 102.09 41.69 28.3 3.56 4.04 1 0.00 45.0 4585.62 6761.46 2121.92 0.92
16 105.65 42.87 26.8 3.61 4.04 1 0.00 45.0 4715.66 7232.98 2250.59 0.91
17 109.26 43.30 26.8 3.61 4.04 1 0.00 45.0 4763.52 7693.47 2369.17 0.91
18 112.86 44.07 25.4 3.65 4.04 1 0.00 45.0 4848.04 8142.35 2488.00 0.91
19 116.52 44.11 25.4 3.65 4.04 1 0.00 45.0 4851.58 8579.95 2596.57 0.91
20 120.17 44.44 24.0 3.69 4.04 1 0.00 45.0 4888.25 9005.42 2705.32 0.91
21 123.86 44.06 24.0 3.69 4.04 1 0.00 45.0 4846.38 9420.18 2803.67 0.91
22 127.56 43.94 22.5 3.73 4.04 1 0.00 45.0 4833.18 9822.43 2902.09 0.91
23 131.29 43.13 22.5 3.73 4.04 1 0.00 45.0 4744.52 10213.22 2990.06 0.91
24 135.03 42.54 21.1 3.77 4.04 1 0.00 45.0 4679.81 10592.34 3077.88 0.91
25 138.80 41.31 21.1 3.77 4.04 1 0.00 45.0 4544.07 10959.50 3155.38 0.91
26 142.57 40.24 19.7 3.81 4.04 1 0.00 45.0 4426.18 11314.39 3232.38 0.92
27 146.38 38.57 19.7 3.81 4.04 1 0.00 45.0 4242.51 11657.45 3299.22 0.92
28 150.19 37.00 18.2 3.84 4.04 1 0.00 45.0 4070.16 11988.56 3365.07 0.92
29 154.03 34.89 18.2 3.84 4.04 1 0.00 45.0 3837.46 12307.34 3421.05 0.92
30 157.87 32.82 16.8 3.87 4.04 1 0.00 45.0 3610.28 12614.58 3475.62 0.92
31 161.74 30.26 16.8 3.87 4.04 1 0.00 45.0 3328.75 12908.65 3520.74 0.92
32 165.61 27.69 15.3 3.90 4.04 1 0.00 45.0 3045.83 13191.10 3563.73 0.92
33 169.51 24.68 15.4 3.90 4.04 1 0.00 45.0 2715.16 13461.74 3597.83 0.92
34 173.41 21.60 13.9 3.92 4.04 1 0.00 45.0 2376.09 13718.88 3629.02 0.93
35 177.34 18.14 13.9 3.92 4.04 1 0.00 45.0 1995.39 13964.56 3651.86 0.93
36 181.26 14.55 12.5 3.95 4.04 1 0.00 45.0 1600.67 14197.46 3671.04 0.93
37 185.21 10.64 12.5 3.95 4.04 1 0.00 45.0 1170.24 14417.48 3682.60 0.93
38 189.16 6.55 11.0 3.97 4.04 1 0.00 45.0 719.99 14625.53 3689.49 0.94
39 193.12 2.18 11.0 3.97 4.04 1 0.00 45.0 240.21 14821.16 3689.74 0.94
X-S Area: 1146.11 Path Length: 153.65 X-S Weight: 126071.80
DATA: Analysis 2 - Expansion Pit Final Slopes
Material Properties (1 material)
Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size
Cohesion Phi UnitWeight Ru
0.00 45.0 110.00 Auto
Water Properties
Unit weight of water: 62.400 Unit weight of water/medium above
ground: 62.400
Material Profiles (1 profile)
Profile: 1 (2 points) Material beneath: 1 - Sand and gravel, mixed grain
size
0.00 7595.60 400.00 7595.60
Slope Surface (5 points)
Ready Mix Pit October 2017 X Gray,I.cw.ki and na..iMK PU4