Laserfiche WebLink
Factor of Safety: 2.374 <br /> _ _� Stable <br /> o _ Bench Width 50 ft <br /> G' Toppling <br /> Sliding Upper Slope Angle 2 <br /> 1 <br /> Slope Angle 85 <br /> 0 <br /> co <br /> 2 ft <br /> 0 <br /> v <br /> Slope Height 70 ft <br /> N <br /> Block Base Angle 18° ti <br /> Overall Base Inclination 35 <br /> 0 <br /> o ' <br /> N <br /> -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana&wsDescnp&- Individual Bench HR 7050-7170- Rock Toppling Analysis <br /> Drawn BY SMJ C—mny GEI Consultants, Inc <br /> oc7o��e,.00s Date 5/24/2017, 3:20:30 PM FdeNa a a_ n Ivl ua encn Direct Opp ling a <br />