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N <br /> Color Density Concentrations <br /> 0.00 0.60 <br /> Secondary 0.60 1.20 <br /> r 1.20 1.80 <br /> 1.80 2.40 <br /> Prima 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 /> Primary 1 Counting Cirde Size 1.0% <br /> Kinematic Analysis Direct Toppling <br /> Slope Dip 45 <br /> o I i a Primary 1 Slope Dip Direction 270 <br /> W E Friction Angle 350 <br /> Lateral Umits 1 35° <br /> Critical Total % <br /> Direct Toppling(Intersection) 12825 156773 8.18% <br /> Oblique Toppling(Intersection) 14053 156773 8.96% <br /> Base Plane(All) 77 561 13.73% <br /> Base Plane(Set 4) 17 78 21.79% <br /> I <br /> Mot Mode Pole Vectors <br /> Vector Count 561(561 Entries) <br /> - - Hemisphere Lower <br /> projection Equal Angle <br /> Secoi dary 1 Primary 2 <br /> i <br /> S Area of Critical Failure <br /> a-1rr <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Alrvl sisDe—pbon Global Kinematic Analysis- Direct Toppling - Orientations <br /> Drawn 6y sMJ C—m y GEI Consultants, Inc. <br /> DIPS 7.007 1 Date 5/22/2017, 12:14:50 PM Fie Aafne MQ All Data Global Direct Toppling West Facing.dips7 <br />