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JOB TITLE : South Quarry Highwall (x1o^3) <br /> FLAaSLOPE a 250 <br /> (Version 7.00) <br /> Configuration.- <br /> LEGEND Bench Height above El. 7000: 40 ft <br /> Bench Width above El. 7000: 40 ft <br /> Bench Height below El. 7000: 70 ft 7.750 <br /> 5-Jun-17 10:40 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 90' <br /> Intermediate Bench Width: 40 ft <br /> Factor of Safety 3.73 <br /> Shear Strain Rate Contours Material Properties: 7.250y - 164 pcf <br /> 2.50E-05 c' = 900 psi = 129,600 psf <br /> 5.00E-05 V =20' <br /> 7.50E-05 <br /> 1.00E-04 <br /> 1.25E-04 6.750 <br /> Contour interval= 2.50E-05 <br /> (zero contour omitted) <br /> Grid plot 6.250 <br /> 0 1E 3 <br /> 5.750 <br /> 5.250 <br /> Morrison Quarry <br /> -0.750 -0.250 0.250 0.750 1_250 1,750 <br /> (*10^3) <br /> Notes: <br /> Morrison Quarry Case 5 <br /> 1.The Factor of Safety(FS)value shown is for the <br /> 0 <br /> critical failure surface. South Quarry Highwall Proposed Benching <br /> Jefferson County, CO Stability Results <br /> G �I Consultants <br /> Aggregate Industries June 2017 Figure C-5 <br />