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0 <br /> Factor of Safety: 3.823 <br /> Stable <br /> Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Upper Slope Angle 2° <br /> 0 <br /> Slope Angle 85 <br /> N Slope Height 40 ft , <br /> Block Base Angle 12" <br /> I <br /> I <br /> Overall Base Inclination 35° <br /> 'o <br /> �o <br /> 0 20 40 60 <br /> Projxt <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana/ysisDescaphon Individual Bench 6950 - Rock Toppling Analysis <br /> 1 Drawn By pny <br /> Coma <br /> SMJ GEI Consultants, Inc <br /> ROCTOPPLE 1.005 Date 5/24/2017, 3:20:30 PM FACyffA1 Data_Individual Bench 6950 Direct Toppling West Facing.rtop <br />