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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 1.05441 <br /> Wedge height(on slope)[ft] 70 <br /> Bench width(on upper face)[ft] 12.2353 <br /> Wedge volume[ft3] 8849.5 <br /> Wedge weight[Ibs] 1.52211e+006 <br /> Wedge area Qointl)[ft2] 2147.23 <br /> Wedge area Ooint2)[ft2] 467.281 <br /> Wedge area(slope)[ft2] 2184.79 <br /> Wedge area(upper face)[ft2] 380.658 <br /> Effective Normal and Strength Properties <br /> Joint 1 Joint 2 <br /> Effective Normal force[Ibs] 445023.021 0.000 <br /> Effective Normal stress[psf] 207.254 0.000 <br /> Shear Strength[psf] 595.121 0.000 <br /> Strength due to Waviness[psf] 119.658 0.000 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2015 <br /> Ana/ysisDescnpton Individual Bench - Surface Wedge Stability Analysis <br /> Drawn By Company <br /> SMJ GEI Consultants, Inc <br /> SWEDGE 6.013 Date 5/24/2017, 10:52:23 AM Fite Name MQ All Data 2015.swd <br />