Exercise 4: Adding And Modifying Superelevation Stations - Autodesk CIVIL3D - CIVILDESIGNCOMP 2007 SLM CD Tutorials Manual

At station 0+304.54, the left lane (dark red) starts to transition from
the normal -2% slope.
NOTE For the remainder of the curve, the dark red line is not visible
because it is obstructed by the light red line.
At station 0+316.71, the left lane and shoulder are at 0% slope.
At station 0+328.88, the right lane (dark blue) starts to transition from
the normal -2% slope.
At station 0+344.71, all elements are fully superelevated: the left lane
and shoulder are at 5%, the right lane is at -4.60%, and the right
shoulder is at -5%.
Starting at station 0+512.66, the lanes begin to transition out of the fully
superelevated state.
3 Pan to the area of the superelevation view that has Curve.4 labels on the
horizontal axes.
Notice that there is a curve where each line transitions in or out of a
superelevated state. Curves are present on this superelevation curve, but
not the others, because you selected the curve smoothing option during
Exercise 2: Calculating Superelevation for an Individual Curve
Later in this exercise, you will learn how to apply curve smoothing to an
existing superelevation curve.
To continue this tutorial, go to
Superelevation Stations
Exercise 4: Adding and Modifying Superelevation
Stations
In this exercise, you will resolve overlap between two superelevated curves by
adding and removing critical stations, and then editing existing superelevation
data.
For more information, see Editing Superelevation Data in the Tabular Editor.
This exercise continues from
267).

Exercise 4: Adding and Modifying Superelevation Stations | 269

Exercise 4: Adding and Modifying
(page 269).
Exercise 3: Creating a Superelevation View
(page 264).
(page