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Example #4: Designing Superelevation

Example #4: Designing Superelevation. Design the superelevation transitions for a curve with the following parameters: 4-lane divided urban principal arterial PC station = 10+00 Design Speed = 50 mph Degree of Curvature = 3 Original normal crown = 2%. Developing the SE transitions:

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Example #4: Designing Superelevation