contour labels that are upside down our difficult to read. It would be advantageous to have all labels orientated correctly on each sheet (regardless of the north direction).

I would like a set of tools that I can measure and draw slopes with in the dynamic sections. I can use temporary dimensions for the active corridor elements only, but I would like to get the slopes of elements in adjacent corridors that are in my ...

When reporting envelope .sup files, the leading value when reporting displacements is always global, while the results displayed are either local or gobal (selected by the user). This is inconvenient for displacement envelope result reporting when...

It would be useful to have the ability to annotate only part of the horizontal alignment. There are situations where we need to have several different annotation groups along the alignment.

We place grade elevation labels on our plans typically at a 30 degree angle from the view. Currently, the civil labeler only allows for rotation to be set to "View Horizontal" or "View Vertical" regarding placement as it relates to the active view...

Suppose you have a corridor with two different template drops. The first template has a component called "pavement_left" with a feature definition "pvmt_ friction _course". The second template has a component also called "pavement_left" with a fea...

Add a “Send to Back” feature for vector linework (what order you see and print levels in). Currently there is a "Bring to Front" option. AUTOCAD has this feature and I think it would be very helpful to not only me. Thank you.

Using OpenRail 2024 Vertical Frame Text significantly increases the height of Cross Sections, THUS causing more sheets. Would like the capability to have Horizontal Text in a frame, one row for Offset, one for Elevation. While this can be done, wh...

Currently, if an OBM model is defined with a strut/web wall between pier columns, the strut will not transfer to LBS, and there is no way within the LBS substructure design module to add a strut/web wall. This is a hug problem because we have brid...

Currently, if a bridge is modeled in OBM using variable columns with a round cross-section, that column cannot be accurately transferred to LBS, nor can a variable-round cross-section be defined, analyzed, or designed within LBS. This is a big hol...