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ST9902-CS130920 (2)Civil Design Professionals v3.2 Build 13233 Project:West Sandy Lake Road Location:Coppell Texas Designer:SRS Date:8/29/2013 Section: Wall C @ 50' Design Method: AASHTO_2002 Design Unit: Anchor Diamond Diamond Pro SOIL PARAMETERS φ coh γ Reinforced Soil: 35 deg0 psf120 pcf Retained Soil: 26 deg0 psf125 pcf Foundation Soil: 26 deg0 psf125 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 8.33 ftLive Load:0 psf Wall Batter/Tilt: 7.10/ 0.00 degLive Load Offset: 0.00 ft Embedment: 1.17 ftLive Load Width: 0 ft Leveling Pad Depth: 0.67 ftDead Load:0 psf Slope Angle: 14.0 degDead Load Offset: 0.0 ft Slope Length: 30.0 ftDead Load Width: 0 ft Slope Toe Offset: 0.0 ftLeveling Pad Width: 2.00 ft RESULTS FoS Sliding:2.61 (fndn)FoS Overturning:9.29 Bearing:1125FoS Bearing:9.20 Top Wall Stability: 16.86 ID Height Length Geogrid.Ta % Coverage TPa TPqll TPqdl TMax FS_str Tal_cn FS PkConn FS PO / [Tmax]FS slr [fndn] 4 7.33 11.00 SG200 1173 100 107 0 0 107 16.46 736 10.32 21.62/[107]30.70 3 5.33 11.00 SG200 1173 100 237 0 0 237 7.42 771 4.88 18.21/[237]11.99 2 3.33 11.00 SG200 1173 100 367 0 0 367 4.79 806 3.29 18.18/[367]9.23 1 1.33 11.00 SG200 1173 100 405 0 0 405 4.34 841 3.11 23.16/[405]5.28 [2.61] Civil Design Professionals Page 1 GLOBAL RESULTS Global stability is a global analysis (Bishop) with the failure planes originating at the top of the slope / wall and existing out below the wall in the area infront of the structure. For MSE walls, the resistance of the geogrid reinforcement is included in the analysis. The curve may go through the base of the wall and the wall shear would be included. In most cases the failure plane will pass below the structure. ID Enter Point X Enter Point Y Exit Point X Exit Point Y Center X Center Y Radius FoS 1085 24.57 14.00 -11.18 1.17 0.43 25.04 26.55 1.509 952 22.91 13.58 -12.85 1.17 -1.00 24.74 26.38 1.510 1076 24.57 14.00 -9.52 1.17 1.64 23.24 24.73 1.513 1236 26.24 14.41 -11.18 1.17 0.65 27.23 28.62 1.517 943 22.91 13.58 -11.18 1.17 0.19 22.94 24.57 1.518 935 22.91 13.58 -9.52 1.17 1.39 21.23 22.83 1.526 810 21.24 13.17 -11.18 1.17 -0.06 20.93 22.68 1.527 677 19.57 12.75 -9.52 1.17 0.84 17.48 19.32 1.530 1257 26.24 14.41 -14.52 1.17 -1.77 31.27 32.69 1.532 1226 26.24 14.41 -9.52 1.17 1.86 25.34 26.72 1.537 Civil Design Professionals Page 2 Civil Design Professionals v3.2 Build 13233 Project:West Sandy Lake Road Location:Coppell Texas Designer:SRS Date:8/29/2013 Section: Section 1 Design Method: AASHTO_2002 Design Unit: Anchor Diamond Diamond Pro SOIL PARAMETERS φ coh γ Reinforced Soil: 40 deg0 psf120 pcf Retained Soil: 26 deg0 psf125 pcf Foundation Soil: 26 deg0 psf125 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 13.67 ftLive Load:250 psf Wall Batter/Tilt: 7.10/ 0.00 degLive Load Offset: 3.00 ft Embedment: 1.17 ftLive Load Width: 100 ft Leveling Pad Depth: 0.67 ftDead Load:0 psf Slope Angle: 0.0 degDead Load Offset: 0.0 ft Slope Length: 0.0 ftDead Load Width: 0 ft Slope Toe Offset: 0.0 ftLeveling Pad Width: 2.00 ft RESULTS FoS Sliding:1.55 (fndn)FoS Overturning:3.93 Bearing:2064FoS Bearing:4.52 Top Wall Stability: 5.25 ID Height Length Geogrid.Ta % Coverage TPa TPqll TPqdl TMax FS_str Tal_cn FS PkConn FS PO / [Tmax]FS slr [fndn] 6 11.33 12.00 SG200 1173 100 145 0 0 145 12.11 759 7.84 16.62/[145]40.88 5 9.33 12.00 SG200 1173 100 226 0 0 226 7.77 794 5.26 21.70/[226]16.92 4 7.33 12.00 SG200 1173 100 331 0 0 331 5.32 829 3.76 23.60/[331]9.43 3 5.33 12.00 SG200 1173 100 435 51 0 486 3.62 865 2.67 25.50/[435]6.07 2 3.33 12.00 SG200 1173 100 539 58 0 597 2.95 900 2.26 27.40/[539]4.25 1 1.33 12.00 SG200 1173 100 529 52 0 581 3.03 935 2.41 35.64/[529]3.16 [1.55] Civil Design Professionals Page 1 GLOBAL RESULTS Global stability is a global analysis (Bishop) with the failure planes originating at the top of the slope / wall and existing out below the wall in the area infront of the structure. For MSE walls, the resistance of the geogrid reinforcement is included in the analysis. The curve may go through the base of the wall and the wall shear would be included. In most cases the failure plane will pass below the structure. ID Enter Point X Enter Point Y Exit Point X Exit Point Y Center X Center Y Radius FoS 402 19.98 13.67 -13.79 1.17 -0.80 17.93 21.21 1.410 557 22.72 13.67 -13.79 1.17 -0.78 22.73 25.18 1.411 558 22.72 13.67 -13.79 1.17 0.05 20.30 23.61 1.422 548 22.72 13.67 -11.06 1.17 1.14 20.09 22.51 1.429 394 19.98 13.67 -11.06 1.17 0.33 17.67 20.05 1.430 547 22.72 13.67 -11.06 1.17 0.18 22.67 24.26 1.430 567 22.72 13.67 -16.52 1.17 -1.82 22.86 26.20 1.449 758 25.45 13.67 -19.26 1.17 -2.81 28.55 31.94 1.450 395 19.98 13.67 -11.06 1.17 1.10 15.76 19.00 1.457 579 22.72 13.67 -19.26 1.17 -2.92 23.04 27.30 1.458 Civil Design Professionals Page 2