IDOT's Right-of-Way annotation requires the Chord Bearing as part of the annotation. When setting up annotations for the Civil Labeler, we found that an option for the chord bearing is currently not available as a Text Favorite when selecting Civi...

When a vertical profile is projected to a different alignment, annotations that are located as "In Vertical Components" do not display. For example, we have a profile annotation.point slope text favorite that displays perfectly when annotated with...

When performing a superstructure replacement, it is common to design the proposed superstructure in LRFD but then analyze the existing substructure capacity in LFD. Currently with LEAP Steel, because the superstructure was designed in LRFD the sub...

Needs a more efficient way to annotate existing top of rail elevations in a profile view.

Provide an option or new method to use the centerline radius (instead of inside lane radius) for divided highways that use a Crown pivot method. The Divided Inside pivot method already does this for divided highways that pivot about the inside lan...

Geopak Drainage could read a TIN file to establish the cross slopes for spread. This functionality should still existing in Drainage and Utilities by reading corridor models and terrain models. Users should be allowed to define an infinite number ...

I would like the ability to move a complex alignment without breaking any alignment relationships or losing the profile. This way I can keep any elements that are associated with the alignment intact, just moved to a new location with the alignment.

When importing or creating a new geometry, a virtual transition length may be needed to the geometry, even when it is not needed. Sometimes, changes are already done to the geometry. Is there a way to propagate the changes through once we update t...

In format options for slope annotation we can define prefix for positive and negative values. please add the option to add a suffix. This would allow to annotate for example XS Slopes like so: <2.0% this way or 2.0%> the other way

Please add regression/ best fit line added to Opensite Designer and not jsut open roads designer