Autodesk CIVIL3D - CIVILDESIGNCOMP 2007 SLM CD Tutorials Manual page 283

2 Change the Start Station value to 0+560.00.
Remove a superelevation critical station
1 In the Superelevation Tabular Editor, under Curve.3
Region, select the End Normal Shoulder row.
2 Click .
The End Normal Shoulder superelevation critical station is removed.
Add a superelevation critical station
1 In the Superelevation Tabular Editor, select the Curve.3 row.
2 Click .
The Superelevation Tabular Editor is hidden, and you are prompted to
specify a station along the alignment.
3 On the command line, enter 568. Press Enter.
A new manual station, which starts at station 0+568.00, is displayed in
the Superelevation Tabular Editor.
4 Right-click the Manual Station. Click Assign Critical Station
Shoulder.
5 In the End Normal Shoulder row, enter the following values:
NOTE The remaining columns are interpreted from these values.
Left Outside Shoulder: -5.00%
Left Inside Lane: -2.00%
Right Inside Lane: -2.00%
Right Outside Shoulder: -5.00%
NOTE To import existing superelevation data from a CSV file, click
Notice that the
6 Click to close the Superelevation Tabular Editor.
Exercise 4: Adding and Modifying Superelevation Stations | 271
icons are no longer displayed in the Overlap column.
Transition In
End Normal
.