2018-11-08_REVISION - M1990094

• Permit No: M1990094
• IBM Index Class Name: Revision
• Doc Date: 11/8/2018
• Doc Name: Adequacy Review Response
• From: Kilgore Companies LLC dba Elam Construction
• To: DRMS
• Type & Sequence: SO1
• Email Name: ACY
• Email Name: WHE
• Media Type: D
• Archive: No

Factor
1 71.00 0.37 -7.7 1.25 1.27 1 0.00 45.0 40.51 612.20 498.39 1.06
2 72.25 1.10 -7.7 1.25 1.27 1 0.00 45.0 121.53 625.56 538.36 1.06
3 73.51 1.81 -4.8 1.26 1.27 1 0.00 45.0 199.42 636.39 573.39 1.04
4 74.77 2.48 -4.8 1.26 1.27 1 0.00 45.0 272.37 644.71 605.79 1.04
5 76.03 3.11 -1.9 1.27 1.27 1 0.00 45.0 341.97 650.50 632.35 1.01
6 77.30 3.69 -1.9 1.27 1.27 1 0.00 45.0 406.41 653.77 657.24 1.01
7 78.56 4.24 1.0 1.27 1.27 1 0.00 45.0 466.57 654.51 675.58 0.99
8 79.83 4.75 1.0 1.27 1.27 1 0.00 45.0 522.14 652.72 693.03 0.99
9 81.09 5.20 3.9 1.26 1.27 1 0.00 45.0 571.92 648.39 703.38 0.98
10 82.36 5.62 3.9 1.26 1.27 1 0.00 45.0 618.34 641.54 713.48 0.98
11 83.62 5.97 6.8 1.26 1.27 1 0.00 45.0 657.05 632.18 716.05 0.96
12 84.87 6.31 6.8 1.26 1.27 1 0.00 45.0 694.15 620.28 718.88 0.96
13 86.13 6.56 9.7 1.25 1.27 1 0.00 45.0 721.31 605.88 713.90 0.95
14 87.38 6.81 9.7 1.25 1.27 1 0.00 45.0 749.02 588.99 709.58 0.95
15 88.63 6.95 12.6 1.24 1.27 1 0.00 45.0 764.44 569.61 697.26 0.95
16 89.86 7.12 12.6 1.24 1.27 1 0.00 45.0 782.76 547.74 685.91 0.95
17 91.10 7.15 15.5 1.22 1.27 1 0.00 45.0 786.46 523.43 666.48 0.94
18 92.32 7.23 15.5 1.22 1.27 1 0.00 45.0 795.52 496.66 648.24 0.94
19 93.54 2.77 18.4 0.46 0.49 1 0.00 45.0 304.51 184.45 629.58 0.94
20 94.00 5.78 18.4 0.97 1.02 1 0.00 45.0 635.50 369.72 623.64 0.94
21 94.97 5.78 18.4 0.97 1.02 1 0.00 45.0 635.50 349.14 621.42 0.94
22 95.94 6.99 21.3 1.18 1.27 1 0.00 45.0 769.09 401.86 609.88 0.94
23 97.12 6.91 21.3 1.18 1.27 1 0.00 45.0 760.33 365.49 599.75 0.94
24 98.30 4.93 24.2 0.85 0.93 1 0.00 45.0 541.83 245.28 582.20 0.94
25 99.15 4.84 24.2 0.85 0.93 1 0.00 45.0 532.49 222.90 569.38 0.94
26 100.00 3.38 24.2 0.60 0.66 1 0.00 45.0 370.82 144.33 557.49 0.94
27 100.60 6.15 27.1 1.13 1.27 1 0.00 45.0 671.47 242.42 531.39 0.94
28 101.73 5.92 27.1 1.13 1.27 1 0.00 45.0 641.80 196.82 503.50 0.94
29 102.86 5.50 30.0 1.10 1.27 1 0.00 45.0 591.53 149.00 465.18 0.95
30 103.95 5.21 30.0 1.10 1.27 1 0.00 45.0 554.78 98.95 430.57 0.95
31 105.05 6.34 32.9 1.44 1.72 1 0.00 45.0 667.29 50.27 377.92 0.96
32 106.49 2.76 32.9 0.68 0.81 1 0.00 45.0 286.36 0.00 339.49 0.96
33 107.17 3.85 35.8 1.03 1.27 1 0.00 45.0 394.42 0.00 303.04 0.97
34 108.20 3.44 35.8 1.03 1.27 1 0.00 45.0 345.51 0.00 265.46 0.97
35 109.22 2.88 38.7 0.99 1.27 2 0.00 34.0 285.43 0.00 240.71 1.07
36 110.21 2.43 38.7 0.99 1.27 2 0.00 34.0 240.18 0.00 202.54 1.07
37 111.20 1.86 41.6 0.95 1.27 2 0.00 34.0 183.82 0.00 158.91 1.09
38 112.14 1.36 41.6 0.95 1.27 2 0.00 34.0 134.58 0.00 116.35 1.09
39 113.09 0.79 44.5 0.90 1.27 2 0.00 34.0 78.66 0.00 69.94 1.13
40 113.99 0.26 44.5 0.90 1.27 2 0.00 34.0 26.22 0.00 23.31 1.13
X-S Area: 176.60 Path Length: 48.10 X-S Weight: 19164.04
DATA: Analysis 4
Material Properties (2 materials)
Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size
Cohesion Phi UnitWeight Ru
0.00 45.0 110.00 Auto
Material: 2 (Mohr-Coulomb Isotropic) - Loose sand, mixed grain size
Cohesion Phi UnitWeight Ru