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Slope height(ftJ 70 <br /> Bench width(ft) 50 <br /> Rock unit weight[lbs/ft3): 172 <br /> Water pressures in the slope NO <br /> Overhanging slope face NO <br /> Externally applied force YES <br /> Tension crack NO <br /> Wedge Vertices <br /> Coordinates in Easting,Northing,Up Format <br /> 1=Jointl,2=Joint2,3=Upper Face,4=Slope <br /> Point East North Up <br /> 124 0.000 0.000 0.000 <br /> 134 -6.124 9.300 70.000 <br /> 234 -6.124 -130.250 70.000 <br /> 123 -17.895 3.115 70.411 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2016 <br /> ��. Anaty—De-npnon Individual Bench -Surface Wedge Stability Analysis <br /> Drawn By SMJ Company GEI Consultants, Inc <br /> WEDGE 6.013 Date 5/24/2017, 10:52:23 AM File Name MQ All Data 2016.swd <br />