In: Civil Engineering
For the following, compute and tabulate R or D, T, L, LC, E, M, PC, PT, deflection angles, and incremental chords to lay out he circular curves at full stations (100’). Develop and tabulate the curve data, deflection angles, and incremental chords needed to lay out the circular curves at full- station increments using a total station instrument set up at the PC. (Essentially, develop a table similar to Table 24.2.)
1. Highway curve with R = 1200’, I = 30o00’, and PI station = 45 + 50.00’ 2. Highway curve with T = 131.65’, R = 1200’, and PI station = 67 + 50.00’ 3. Highway curve with R = 900 m, I = 12o30’, and PI station = 4+200.600 m 4. Highway curve with R = 550 m, I = 5o00’, and PI station = 3 + 290.600 m