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Critical Pole: <br /> Bench 6950, Section A 1+90 - 2+40 N <br /> Bench 6640, Section B 1+00 - 5+50 color Density Concentrations <br /> 0.00 0.60 <br /> 0.60 1.20 <br /> j 1. 0 . 0 <br /> 1.8 2 <br /> o .4o <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 90 <br /> E Friction Angle ° <br /> W I` lope Pit Slope N-S 3s <br /> Lateral Limits 350 <br /> Criticai Total % <br /> Planar Sliding(All)1 9 561 1.60% <br /> Plot Mode Pole Vectors <br /> Vector Count 561(561 Entries) <br /> Hemisphere Lower <br /> Projection Equal Angle <br /> S Area of Critical Failure <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> 1 Analysis Descnpbon <br /> Global Kinematic Analysis- Direct Toppling <br /> '.►��t ! Drawn By SM] C-wny GEI Consultants, Inc. <br /> DIPS Tom Date 5/22/2017, 12:14:50 PM RleName MQ All Data_2014-2016.dips7 <br />