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N <br /> Color Density Concentrations <br /> 0.00 0.60 <br /> 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 /> 4.80 5.40 <br /> 5.40 6.00 <br /> Contour Data Pole Vectors <br /> Maximum Density 5.58% <br /> i <br /> Contour Distribution Fisher <br /> j Counting Circle Size 1.0% <br /> I Kinematic Analysis Planar Sliding <br /> i Slope Dip 85 <br /> Slope Dip Direction 90 <br /> W E Friction Angle 351 <br /> 1:P t Slop 1:Pit Slope N-S —--- - - — -- <br /> Lateral Limits 35o <br /> Critical Total <br /> t <br /> Planar Sliding(All),, 90 579 15.54% <br /> i Plot Mode Pole Vectors <br /> vector Count 579(579 Entries) <br /> Hemisphere Lower <br /> Projection Equal Angle <br /> Area of Critical Failure <br /> S <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> AnalysIs°es`rI°n°n Individual Bench Kinematic Analysis- Planar Sliding <br /> • Drawn By Company <br /> SMJ GEI Consultants, Inc. <br /> rPS 7.007 Date 5/22/2017, 12:14:50 PM Fite Name MQ All Data_2014-2016.dips7 <br />