A circular highway curve has the following design elements: • 1 = 65°32'17" • D= 3°52'00" • Pl station = 36 + 45.00 • Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. · Bearing of the radial line from the BC to the center of the circle: S 32°46'08" E • This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines ar perpendicular to the tangents.
A circular highway curve has the following design elements: • 1 = 65°32'17" • D= 3°52'00" • Pl station = 36 + 45.00 • Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. · Bearing of the radial line from the BC to the center of the circle: S 32°46'08" E • This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines ar perpendicular to the tangents.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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