Highway curve with R = 850 ft, I = 4000(, and PI station = 85 + 40.00

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Highway curve with R = 850 ft, I = 40°00(, and PI station = 85 + 40.00 ft.
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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