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N <br /> Color Density Concentrations <br /> - - �- - - -- <br /> 0.00 0.60 <br /> 0.60 1.20 <br /> 1.20 1.80 <br /> I 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 /> 1 4.80 5.40 <br /> i 5.40 6.00 <br /> Contour Data Pole Vectors <br /> E Maximum Density 5.58% <br /> Contour Distribution Fisher <br /> Counting Circle Size 1.0% <br /> Kinematic Analysis Direct Toppling <br /> jSlope Dip 85 <br /> Slope Dip Direction 90 <br /> W E Friction Angle 35 _- -- - - <br /> :I ;P t Slop 1:Pit Slope N-S -- <br /> Lateral Limits 351 <br /> {9+ ( Critical Total <br /> 0/0 <br /> Direct Toppling li (Intersection) <br /> 23069- 167022 13.81% <br /> Oblique Toppling(Intersection) 11392 167022 6.82% <br /> Base Plane(All) 197 579 �34.02% <br /> Plot Mode Pole Vectors <br /> -------------- <br /> Vector Count 579(579 Entries) <br /> I Hemisphere Lower <br /> Projection Equal Angle <br /> 1 <br /> fi <br /> 1 <br /> I <br /> S Area of Critical Failure <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> 1�l Ana1y515De5`npfton Individual Bench Kinematic Analysis- Direct Toppling <br /> Drawn By Com�ny <br /> SMJ GEI Consultants, Inc. <br /> IPS 7.007 Date 5/22/2017, 12:14:50 PM I filename MQ All Data_2014-2016.dips7 <br />