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Factor of Safety: 1.48 <br />Slice Geometry and Properties (41 elites) <br />Slice X-Left WidCh Y-Top Y-Base <br />1 -26. 33 3.69 10. 00 9 .67 <br />2 -22. 69 3.69 10. 00 9 .02 <br />3 -19. 04 3.68 10. 00 8 .48 <br />9 -15. 36 3.68 10. 00 8 .06 <br />5 -11. 68 1.68 10. 00 7. 81 <br />6 -10. 00 1.50 9. 00 7. 79 <br />7 -8. 50 2.00 8. 00 7. 65 <br />B -6. 50 1.SD 9 .00 7 .57 <br />9 -5. 00 0.63 62 .00 7 .52 <br />10 -4. 37 3.79 62. 00 7 .53 <br />11 -0. 63 3.74 62. 00 7 .59 <br />12 3. 11 3.69 62. 00 7 .77 <br />13 6. 80 3.69 62. 00 8. 07 <br />14 10. 49 3.66 62. 00 8. 49 <br />15 14. 16 3.66 62. 00 9. 02 <br />16 17 .82 3.30 62 .00 9 .65 <br />17 21 .12 3.94 62 .00 10 .92 <br />18 25. 06 3.56 62 .00 11 .35 <br />19 28. 62 3.56 62 .00 12 .35 <br />20 32. 19 3.49 62 .00 13 .47 <br />21 35. 68 3.99 62 .00 14 .71 <br />22 39. 17 3.40 62 .00 16 .05 <br />23 42 .57 3.40 62 .00 17 .51 <br />24 95 .97 3.30 62 .00 19 .08 <br />25 99 .28 3.30 62 .00 20 .76 <br />26 52 .58 3.19 62 .00 22 .59 <br />27 55 .76 3.19 62 .00 24 .92 <br />28 58 .95 2.72 62 .00 26 .29 <br />29 61 .67 3.40 62 .00 28 .38 <br />30 65 .06 2.92 62 .00 30 .68 <br />31 67 .98 2.92 62 .DD 72 .96 <br />32 70 .90 2.76 62 .00 35 .34 <br />33 73 .66 2.76 62 .00 37 .80 <br />34 76 .42 2.60 62 .00 90 .35 <br />35 79 .02 2.60 62 .00 42 .99 <br />36 81. 61 2.42 62 .00 45 .71 <br />37 89. 03 2.42 62 .00 48 .51 <br />38 86. 95 2.23 62 .00 51 .39 <br />39 88 .69 2.23 62 .00 54 .34 <br />40 90 .92 0.78 62 .00 56 .41 <br />41 91 .70 3.30 62 .00 59 .50 <br />PoreWa[er <br />Force <br />75.73 <br />227.20 <br />3s1.25 <br />497.88 <br />230.38 <br />212.33 <br />293.70 <br />228.22 <br />294.66 <br />1B 54.97 <br />2001.26 <br />2099.08 <br />2181.13 <br />2240.10 <br />2270.94 <br />2075.74 <br />2995.99 <br />2199.98 <br />2112.74 <br />2003.07 <br />1865.44 <br />1700.15 <br />1507.20 <br />1287.00 <br />1039.54 <br />765.34 <br />464.42 <br />139.56 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />o.oo <br />0.00 <br />0.00 <br />o.oD <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Normal Teat <br />stress Factor <br />38.55 1.05 <br />115.64 1.05 <br />177.82 1.03 <br />226.74 1.03 <br />254.65 1.01 <br />209.63 1.01 <br />165.50 1.01 <br />229.36 1.01 <br />6445.11 1.01 <br />6380.28 1.00 <br />6371.82 1.00 <br />6288.39 0.99 <br />6259.38 0.99 <br />6146.03 0.99 <br />6085.32 0.99 <br />5956.00 0.99 <br />5555.88 0.93 <br />5319.79 0.92 <br />5206.54 0.92 <br />4953.72 0.91 <br />4822.52 0.91 <br />9559.62 0.90 <br />4401.58 0.90 <br />4119.16 0.90 <br />3945.49 0.90 <br />3649.34 0.91 <br />3456.32 0.91 <br />3159.15 0.91 <br />2961.12 0.91 <br />2659.53 0.93 <br />2461.55 0.93 <br />2172.79 0.94 <br />1966.70 0.94 <br />1683.94 0.96 <br />1472.07 0.96 <br />1199.50 0.99 <br />984.31 0.99 <br />726.81 1.02 <br />510.89 1.02 <br />340.40 1.06 <br />154.45 1.09 <br />DATA: Analysis 3 - 100-foot Setback, toe of elope to Hwy 85 ROW, sloped to ROW line <br />MdCCIlal and WdCei PSOpeICles (9 maCELlal6) <br />Material: 1 (Mohr-Coulomb Isotropic) - Overburden <br />Cohesion Phi Unitweight Ru <br />0.00 33.0 103.00 1.10 <br />Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel <br />Cohesion Phi Unitweight Ru <br />0.00 35.0 119.00 1.10 <br />Material: 3 (Mohr-Coulomb Isotropic) - Weathered Clayetone <br />Cohesion Phi Unitweight Ru <br />0.00 14.0 116.00 1.10 <br />Material: 4 (Mohr-Coulomb Isotropic) - Clayetone Bedrock <br />Base Hase Base <br />Angle Matl Cohesion <br />-10.2 3 0.00 <br />-10.2 3 0.00 <br />-6.5 3 0.00 <br />-6.5 3 0.00 <br />2.8 3 0.00 <br />-2.8 3 0.00 <br />2.8 3 0.00 <br />2.8 3 0.00 <br />-2.8 3 0.00 <br />0.9 3 0.00 <br />0.9 3 0.00 <br />4.6 3 0.00 <br />4.6 3 0.00 <br />0.4 3 0.00 <br />8.4 3 0.00 <br />12.1 3 0.00 <br />12.1 2 0.00 <br />ls.e z o.oo <br />15.8 2 0.00 <br />19.5 2 0.00 <br />19.5 2 0.00 <br />23.2 2 0.00 <br />23.2 2 0.00 <br />26.9 2 0.00 <br />26.9 2 0.00 <br />30.6 2 0.00 <br />30.6 2 0.00 <br />39.3 2 0.00 <br />34.3 2 0.00 <br />38.0 2 0.00 <br />]8.0 2 0.00 <br />41.7 2 0.00 <br />41.7 2 0.00 <br />4s.s z o.oo <br />95.5 2 0.00 <br />99.2 2 0.00 <br />49.2 2 0.00 <br />52.9 2 0.00 <br />52.9 2 0.00 <br />56.6 2 0.00 <br />56.6 1 0.00 <br />Total <br />Weight <br />138.46 <br />415.37 <br />648.27 <br />826.61 <br />927.99 <br />219.93 <br />80.90 <br />299.92 <br />3997.71 <br />23948.44 <br />23921.79 <br />23494.95 <br />233fifi.51 <br />23016.67 <br />22787.99 <br />20314.73 <br />23851.20 <br />21191.11 <br />20769.27 <br />19875.66 <br />19362.69 <br />18333.23 <br />17742.65 <br />16597.78 <br />15939.48 <br />14707.37 <br />13992.90 <br />11332.25 <br />13316.96 <br />10633.87 <br />9842.2} <br />8543.17 <br />7732.83 <br />6481.92 <br />5665.97 <br />9997.97 <br />3691.02 <br />2641.99 <br />1857.09 <br />455.92 <br />849.26 <br />Cohesion Phi Unitweight Ru <br />500.00 26.0 116.00 1.10 <br />Unit weight of water: fi2.450 Unit weight of wa[erjmedium above ground: 62.450 <br />Material Profiles (4 p <br />Profile: 1 12 points) <br />-50.00 62.00 <br />Profile: 2 (2 points) <br />-50.00 57.00 <br />Profile: 3 (2 points) <br />sD.DD lo.oo <br />PeoEile: 9 (2 points) <br />-50.00 7.50 <br />rofiles) <br />Material beneath: 1 <br />150.00 62.00 <br />Material beneath: 2 <br />150.00 57.00 <br />Material beneath: 3 <br />lsa.oo lo.oo <br />Material beneath: 4 <br />lsD.oo 7.so <br />Overburden <br />Slope Surface (7 points) <br />-50.00 10.00 -10.00 10.00 <br />95.00 62.00 150.00 62.00 <br />Phrea[ic Surface (5 points) <br />-50.00 10.00 -5.00 10.00 <br />Sand and Gravel <br />weathered Clayetone <br />Clayetone Bedrock <br />-8.50 8.00 <br />5.00 15.00 <br />-6.50 8.00 <br />115.00 37.00 <br />-5.00 10.00 <br />150.00 37.00 <br />Distributed Loads 11 load) <br />