Please add an interval setting to dynamic cross sections . This will allow users to control the interval in which to view cross sections. By default the interval matches the corridor density.

Introduce a dedicated button that, when clicked, updates a DU elements properties that has already been placed in a DGN file to match those currently assigned to the prototype that is assigned to the feature defintion in the updated dgnlib. This w...

When annotating elements using an affix (prefix or suffix) tied to a Text Favorite, OpenRoads currently annotates the affix even if the Text Favorite evaluates to a blank or null value. This results in: Stray symbols, separators, or units (e.g.,...

Currently when the control - profile, alignment, feature - can't be found due to a deletion or reference detachment, the corresponding point control(s) is removed from the corridor. Considering that these events may occur inadvertently and not dis...

When a corridor clip is applied, the 2D geometry is not affected by that corridor clip, only the 3d mesh is clipped. I would like an option to choose whether you'd also like to clip the 2D geometry.

As an OpenRoads Designer user, I want parametric constraints to be allowed to override Rollover slopes to make it easier to apply constraints to the corridor and template models.

In the substructure reinforcement maybe need to be modeled in separate groups (using irregular dispatch, single rebar distribution etc.) to avoid obstructions like plies or girders that are cast into the concrete abutments/wingwalls. This may nece...

The existing Locate Point tool using the Traverse and Radial methods functionally does something similar, but must have 180 degrees added manually to the deflection angles to get the absolute angle.

Introduce a tool that allows users to update Hydraulic Grade Lines (HGLs) across all profiles simultaneously for multiple storm scenarios. Currently, when we want to display 3 storm events at once, we have to run it as a batch or child scenario an...

Design forces for cross frame members are not grouped and require significant post processing in order to design the cross frames. Can you add the ability to group the forces? For example, if i define 3 different types of cross frames (CF1, CF2, a...