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A ROCK NE 3.005 <br /> Morrison Quarry: Summary of Geotechnical Data 2014-2016: Page 1 of 1 <br /> RocPlane Analysis Information <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Project Summary <br /> File Name MQAll Data 2014-2016.pin <br /> Project Title Morrison Quarry:Summary of Geotechnical Data 2014-2016 <br /> Analysis Individual Bench-Planar Wedge Stability Analysis <br /> Author SMJ <br /> Company GEI Consultants,Inc <br /> Date Created 5/24/2017,9:48:25 AM <br /> Comments <br /> Bench 6950 <br /> Section D 3+95-7+00 <br /> Collected 2015 <br /> Worst case scenario for 2015 <br /> Analysis Results <br /> Analysis Type-Deterministic <br /> Normal Force 6521.07 Ibs/ft <br /> Driving Force 36982.8 Ibs/ft <br /> Resisting Force 40416.8 Ibs/ft <br /> Factor of Safety 1.09285 <br /> Geometry <br /> Slope Height 70 ft <br /> Wedge Weight 37553.3 Ibs/ft <br /> Wedge Volume 218.333 ft^3/ft <br /> Wedge Height 70 ft <br /> Unit Weight 172 Ibs/ft3 <br /> Slope Angle 85° <br /> Failure Plane Angle 80° <br /> Upper Face Angle 2° <br /> Bench Width SO ft <br /> Wedge Height 70 ft <br /> Waviness 30° <br /> Intersection Point(B)of slope and upper face (6.12421,70) <br /> Intersection point(C)of failure plane and upper face (12.3814,70.2185) <br /> Upper face length(B-->C) 6.26102 ft <br /> Failure plane length(Origin-->C) 71.3017 ft <br /> Wedge Slope length(Origin-->B) 70.2674 ft <br /> Tension Crack Not Present <br /> Strength <br /> Shear Strength Model Mohr-Coulomb <br /> Friction Angle 35° <br /> Cohesion 450lbs/ft2 <br /> Shear Strength 514.039 Ibs/ft2 <br /> Shear Resistance 36651.9 Ibs/ft <br /> MQ All Data 2014-2016.pin GEI Consultants, Inc 5/24/2017,9:48:25 AM <br />