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~, <br /> TABLE 2.2-3 <br /> MUNGER HAUL ROAD <br /> STABILITY ANALYSIS <br /> LINE 1 AT STATION 103+00 <br /> ~ <br />DESCRIPTION F.S. PSF ~ LB/ <br />FT.3 <br />Original Topography - Assuming Rock Bounda ry 1.094 200 28 126 <br />Present Road Cut - Rock Boundary 1.146 200 28 126 <br />Design Road Cut - Rock Boundary 1.055 200 28 126 <br />Redesign - Use 1/2:1 in Rock, Then Bench, Then 1.5:1 <br />Shift Toe to Eliminate Roadside Catching Benc h 1.199 200 28 126 <br />Reclamation - Buttress & Slope Reduction - Rock Boundary 1.484 200 28 126 <br /> 100 32 130 <br />Reclamation - Buttress & Slope Reduction - Two Soils 1.596 200 32 130 <br /> 200 28 126 <br /> 100 32 130 <br />