When Switching between state of a Structure Existing and Proposed, Removed, Etc. we need a way to keep the same Feature we should be able to Either Map to a property to choose the Level to Display or be able to overwrite the Level Via Display Style.

I would like the ability to control the limits of the profile run in profile sheets which would also allow me to control the stationing without having to create a separate alignment and project the drainage run into the separate alignment.

File branding by Product is problematic for Organizations where multiple software solution are deployed like OpenSite, OpenRoads, OpenRail and OpenBridge. The schema(s) within the file should be analyzed at file open rather than the last authoring...

When using the Transpose tool, the software makes a copy of the element you are selecting to transpose, and that is the element that is reversed, leaving behind the original underneath. Most of the time I do not want a copy of the transposed eleme...

It would be very helpful to be able to put in different spacing for the shear stirrups than for the shear connectors between the beam and deck. I know older standard detailing had these all as one bar so the spacing would always be the same. Howev...

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...

When upgrading files with Civil File Manager, the tool also tries to upgrades reference files. We need the ability for the tool not to try updating the references.

Be able to import/copy template drops and point controls from other files to a new openroads file.

When using "Create 3d cut" in Profile View the live nesting depth is by default set equal to 99. Basically file becomes heavy when live nesting automatically in the depth of 99 set with the tool "Create 3d Cut" in Profile.

Currently, when secondary alignments are used, the cross sections are always based perpendicular to the primary alignment. We need the ability for named boundaries (or some other means of creating multi-point cross sections) to understand when sec...