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Trace Lengths <br /> Slope Face[ft] Upper Face[ft] <br /> Joint 1 70.880 13.303 <br /> Joint 2 147.995 133.885 <br /> Persistence <br /> Joint 1[ft] 72.7163 <br /> Joint 2[ft] 147.995 <br /> Intersection Angles <br /> Slope Face Upper Face <br /> Joint 1 &Joint 2 69.194 112.658 <br /> Joint 1 &Crest 82.460 62.295 <br /> Joint 2&Crest 28.346 5.047 <br /> Dip and Dip Direction <br /> Dip[deg] Dip Direction[deg) <br /> Joint Set 1 81.000 152.000 <br /> Joint Set 2 76.000 85.000 <br /> Slope 85.000 90.000 <br /> Upper Face 2.000 90.000 <br /> Joint Set 1 Data <br /> Cohesion[psf] 450 <br /> Friction Angle[deg] 35 <br /> Waviness Angle[deg] 30 <br /> Joint Set 2 Data <br /> Cohesion[psf] 450 <br /> Friction Angle[deg] 35 <br /> Waviness Angle[deg] 30 <br /> Slape Data <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2016 <br /> AnalysisDescnpGon Individual Bench - Surface Wedge Stability Analysis <br /> 1 may', ! Drawn By SMJ Company GEI Consultants, Inc <br /> l[SWEDGE 6.013 j Date 5/24/2017, 10:52:23 AM file Name MQ All Data 2016.sWd <br />