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FoS Ranges <br /> >1.00<=1.20 >1.20<=1.40 >1.40 Material Keys <br /> 1 Agg egale Unrt <br /> I I I I t I I I f <br /> 3 weamerea bearoa <br /> a.tlnweatheredaedroa <br /> 200— <br /> 0.132 <br /> 150— <br /> Ditch <br /> 100— <br /> 1:1 elope(h:v) <br /> aggregate Oeit <br /> 50— <br /> Weathered Bedrock <br /> 0— <br /> -50— — Analysis 1 <br /> Multiple Stability Analysis <br /> Method. Bishop Simplified <br /> Surface. Circular <br /> -100 <br /> 0 50 100 150 200 250 300 350 400 Results <br /> Critical Factor of Safety. 1.19 <br /> 1�u LG RF v�rz <br /> Project BURNCO,LLC,Church/McKay <br /> Ditch,Seismic edited 28 Jun 2023 Pced 28 Jun 2023 <br /> Fde J.IBestway-213\church-m ay`geotedl4StabilityogchSeismicgmf Civil Resources <br />