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_Dist. to Slope Crest' Upper Face Width <br /> 1 LO 26.510 ft 50.000 ft <br /> Upper Face Height <br /> 1.746 ftf-- - Upper Face Angle 2.0° <br /> 0 <br /> LO <br /> Driving Force 170061.56 Ibs/ft <br /> Wedge Height <br /> 62.453 ft <br /> LO <br /> Slope Angle 67.0 ° <br /> Normal Force 202671.48 Ibs/ft <br /> Failure Plane Angle 40.0° <br /> 'o � <br /> Factor of Safety 1.79 <br /> Driving Force 170061.56 Ibs/ft <br /> Resisting Force 303868.98 Ibs/ft <br /> Wedge Weight 264568.82 Ibs/ft <br /> LO Wedge Volume 1538.19 ft^3/ft <br /> N <br /> ' Shear Strength 1870.87 psf <br /> Shear Resistance 186856.55 Ibs/ft <br /> j Normal Force 202671.48 Ibs/ft <br /> Plane Waviness 30.01 <br /> -80 -60 -40 -20 0 20 40 60 80 100 120 140 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> AnalysisDescnpt— Global - Planar Wedge Stability Analysis <br /> Drawn By Company <br /> SMJ GEI Consultants, Inc <br /> ROCPLANE 3.005 Date 5/24/2017, 9:48:25 AM File Name MQ All Data 2014-2016.pin <br />