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Driving force Lim] 2.11494e+006 <br /> Resisting force[Ibs] 3.09503e+006 <br /> Failure Mode <br /> Sliding on jointl <br /> Joint Sets 1&2 line of Intersection <br /> Plunge[deg] Trend[deg] Length[ft] <br /> 67.974 307.910 43.467 <br /> Trace Lengths <br /> Slope Face[ft) Upper Face[ft] <br /> Joint 1 253.400 239.249 <br /> Joint 2 45.300 12.992 <br /> Persistence <br /> Joint 1[ft] 253.4 <br /> Joint 2[ft] 45.2996 <br /> Intersection Angles <br /> Slope Face Upper Face <br /> Joint 1&Joint 2 53.305 38.520 <br /> Joint 1&Crest 9.117 2.023 <br /> Joint 2&Crest 117.578 139.457 <br /> Dip and Dip Direction <br /> Dip[deg] Dip Direction[deg] <br /> Joint Set 1 73.000 267.000 <br /> Joint Set 2 68.000 305.000 <br /> Slope 85.000 265.000 <br /> Upper Face 2.000 265.000 <br /> Joint Set 1 Data <br /> Cohesion[psf] 450 <br /> Friction Angle[deg] 35 <br /> Waviness Angle[deg] 30 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 <br /> anaiysisDescripPon Individual Bench - Surface Wedge Stability Analysis <br /> Drawn� By ComE-ny A& _ SMJ GEI Consultants, Inc <br /> WEDGE 6.013 Date 5/24/2017, 10:52:2:3 AM I <br /> Fite Name MQ All Data 2014.sWd <br />