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0 <br /> Factor of Safety: 5.091 <br /> Stable <br /> Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Upper Slope Angle 2 <br /> 0 <br /> v <br /> Slope Angle 85 <br /> N Slope Height 40 ft <br /> Block Base Angle 5 <br /> i <br /> Overall Base Inclination 35° <br /> o , <br /> o : <br /> N <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana/ysisDescnption Individual Bench 7000A- Rock Toppling Analysis <br /> D'awnBy SMJ C—Pany GEI Consultants, Inc <br /> ROUOPPLE 1.005 Date 5/24/2017, 3:20:30 PM Fl TAV Data_Individual Bench 7000A Direct Toppling West Facing.rtop <br />