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ROCRANE 3.005 <br /> �1 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 MQAII 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 2129.33 Ibs/ft <br /> Driving Force 12076 Ibs/ft <br /> Resisting Force 21055.1 Ibs/ft <br /> Factor of Safety 1.74354 <br /> Geometry <br /> Slope Height 40 ft <br /> Wedge Weight 12262.3 Ibs/ft <br /> Wedge Volume 71.2925 ftA3/ft <br /> Wedge Height 40 ft <br /> Unit Weight 172 Ibs/ft3 <br /> Slope Angle 85° <br /> Failure Plane Angle 80° <br /> Upper Face Angle 2° <br /> Bench Width 50 ft <br /> Wedge Height 40 ft <br /> Waviness 30° <br /> Intersection Point(8)of slope and upper face (3.49955,40) <br /> Intersection point(C)of failure plane and upper face (7.0751,40.1249) <br /> Upper face length(B-->C) 3.57773 ft <br /> Failure plane length(Origin-->C) 40.7439 ft <br /> Wedge Slope length(Origin-->B) 40.1528 ft <br /> Tension Crack Not Present <br /> Strength <br /> Shear Strength Model Mohr-Coulomb <br /> Friction Angle 35° <br /> Cohesion 4501bs/ft2 <br /> Shear Strength 486.594lbs/ft2 <br /> Shear Resistance 19825.7 Ibs/ft <br /> MQ All Data 2014-2016.pin GEI Consultants, Inc 5/24/2017, 9:48:25 AM <br />