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Swedge Analysis Information <br /> Morrison Quarry: Summary of Geotechnical Data 2015 <br /> Project Summary <br /> File Name MQ All Data 2015.swd <br /> Project Title Morrison Quarry:Summary of Geotechnical Data 2015 <br /> Analysis Individual Bench-Surface Wedge Stability Analysis <br /> Author sMJ <br /> Company GEI Consultants,Inc <br /> Date Created 5/24/2017,10:52:23 AM <br /> Comments <br /> Bench 6950 <br /> Section A 1+90-2+40 <br /> Collected in 2015 <br /> Worst case scenario in 2015 <br /> Analysis Results <br /> Analysis type-Deterministic <br /> Safety Factor 1.55227 <br /> Wedge height(on slope)[ft] 40 <br /> Bench width(on upper face)[ft] 6.99161 <br /> Wedge volume[ft3] 1651.22 <br /> Wedge weight[Ibs] 284010 <br /> Wedge area(jointl)[ft2] 701.138 <br /> Wedge area Qoint2)[ft2] 152.581 <br /> Wedge area(slope)[ft2] 713.4 <br /> Wedge area(upper face)[ft2] 124.297 <br /> Effective Normal and Strength Properties <br /> Joint 1 Joint 2 <br /> Effective Normal force[Ibs] 83036.365 0.000 <br /> Effective Normal stress[psf] 118.431 0.000 <br /> Shear Strength[psf] 532.926 0.000 <br /> Strength due to Waviness[psf] 68.376 0.000 <br /> P-1-t <br /> Morrison Quarry: Summary of Geotechnical Data 2015 <br /> Ana/ymsoe-npft- Individual Bench -Surface Wedge Stability Analysis <br /> Drawn By SM] C&n-ny GEI Consultants, Inc <br /> WEDGE 6.013 Date 5/24/2017, 10:52:23 AM File Name MQ All Data 2015.swd <br />