Highway curve with R = 700 m, I = 1430(, and PI station = 1 + 632.723

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Highway curve with R = 700 m, I = 14°30(, and PI station = 1 + 632.723 m.
Tabulate R or D, T, L, E, M, PC, PT, deflection angles, and incremental chords to lay out
the circular curves at full stations (100 ft or 30 m).
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