. 2. For the following Horizontal Curve Determine, (16 pts) The stationing at BC and EC • The geometrical parameters of
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. 2. For the following Horizontal Curve Determine, (16 pts) The stationing at BC and EC • The geometrical parameters of
. 2. For the following Horizontal Curve Determine, (16 pts) The stationing at BC and EC • The geometrical parameters of the curve (T, L, C, E, M, D). Note: I = 93'37' • Stake out the curve (assume the main stations are located at full stations). Determine the deflection angles (6), and chord lengths (c). Tabulate and accumulate the angles 1000-420 I 1 BC EC R500 2037
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