Laserfiche WebLink
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 Direct Toppling <br /> Slope Dip 45 <br /> Slope Dip Direction 270 <br /> W E Friction Angle 'T350-— ----it lope Pit Slope N-S Lateral Limits 35° <br /> Critical Total a/o <br /> Direct Toppling(Intersection); 12825 156773 8.18% <br /> Oblique Toppling(Intersection) 14053 1 156773 8.96% <br /> Base Plane(All) 77 561 13.73% <br /> t <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.� AnalysisDescnpdon Global Kinematic Analysis- Direct Toppling <br /> 1 Drawn By Company <br /> SMJ GEI Consultants, Inc. <br /> Date File Name <br /> ,PS,.�, 5/22/2017, 12:14:50 PM MQ All Data Global Direct Toppling West Facing.dips7 <br />