Use this page of the wizard to specify the design criteria file, superelevation rate table, transition length table, and the attainment method.
Specifies the name of the design criteria file. This file defines minimum radius tables, superelevation attainment methods and formulae, superelevation rates and transition lengths for various roadway types and design speeds. Click to browse to the location of the design criteria file.
Specifies the name of the superelevation rate table used to determine the maximum superelevation rate. Click the arrow to display a list of the superelevation rate tables associated with the specified design criteria file.
Specifies the name of the superelevation transition length table used to calculate the transition stations. Click the arrow to display a list of the transition length tables associated with the specified superelevation rate table.
Specifies the name of the superelevation attainment method. Click the arrow to display a list of the attainment methods associated with the specified design criteria file.
Specify the parameter for the transition formula from the criteria file. The percentage that is entered is converted to a decimal percent and used in the formula. If specified design criteria file does not recognize this parameter, this section is disabled. If a curve is preceded or succeeded by another curve, the tangent transition formula is applied.
Specifies the percent of the transition length that is located on the tangent for tangent-curve or curve-tangent situations.
Specifies the percent of the transition length that is located on the spiral for spiral-curve or curve-spiral situations.
Select the check box to enable the Curve Length field.
Enter a length value that is greater than zero. This value is displayed in the curve smoothing column of the tabular grid editor. A smooth curve is also shown in the superelevation band and superelevation view at the appropriate critical station.
The following illustration shows an example of the results when you apply curve smoothing.
Select this check box to automatically detect overlap conditions and eliminate the overlapping stations. All transition stations between the End Full Superelevation station on the first curve and the Begin Full Superelevation on the second curve are removed, for compound or reverse situations. This option is only available when superelevation is applied to the whole alignment.