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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 5.56% <br /> Contour Distribution Fisher <br /> Counting Circle Size 1.0% <br /> Kinematic Analysis Planar Sliding <br /> Slope Dip 45 <br /> Slope Dip Direction 270 — <br /> W it lope t Slope N-S E Friction Angle 350 <br /> Lateral Limits 350 <br /> Critical Total <br /> i <br /> Planar Sliding(All) 19 561 <br /> I <br /> Plot Mode Pole Vectors <br /> Vector Count 561(561 Entries) <br /> Hemisphero Lower <br /> Projection Equal Angie <br /> I <br /> S Area of Critical Failure <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana/ysisDescnp&- Global Kinematic Analysis- Planar Sliding Worst Case <br /> Drawn By SM] COm�ny GEI Consultants, Inc. <br /> DIPS 7.007 Date 5/22/2017, 12:14:50 PM 'MfYAI1 Data—Global Planar Sliding West Facing—Worst Case.dips7 <br />