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N <br /> Color Density Concentrations <br /> 0.00 0.60 <br /> r 0.60 1.20 <br /> 1.20 1.80 <br /> 1.80 2.40 <br /> 2.40 3.00 <br /> 3.00 3.60 <br /> 3.60 4.20 <br /> 4.20 4.80 <br /> MEN 4.80 5.40 <br /> 5.40 6.00 <br /> Contour Data Pole Vectors <br /> Maximum Density 5.56% <br /> Contour Distribution Fisher <br /> Counting Circle Size 1.0% <br /> Kinematic Analysis Flexural Toppling <br /> Slope Dip 45 <br /> Slope Dip Direction 270 <br /> E <br /> Friction Angle 35° <br /> it Slope Pit Slope N-S Lateral Limits 35' <br /> Critical Total % <br /> Flexural Toppling(All) 35 561 6.24% <br /> Plot Mode Pole Vectors <br /> Vector Count 561(561 Entries) <br /> Hemisphere Lower <br /> i <br /> Projection Equal Angle <br /> i <br /> Area of Critical Failure S <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Analysis Descap6on <br /> � Global Kinematic Analysis- Flexural Toppling <br /> '►��j , Drawn By SMJ Company <br /> GEI Consultants, Inc. <br /> [DIPS 7.00 <br /> `PS7007 Dare 5/22/2017, 12:14:50 PM File Name MQ All Data Global Flexural Toppling West Facing.dips7 <br />