On road construction plans we need to label/annotate change points. We need to label where changes (lane width, superelevation transitions, side slope transitions, component start and end points, etc. ) from the “default” condition happen. The sof...

Actually H+V+Cant can be only achieved through XML export/import.Turnouts are lost. It could help and simplify to have a command to copy an alignment from a file to another. Similary than what is happening when creating a civil cell, it would be g...

Suggested improvements: Automatically fill in the correct radius of transition curves/clothoids. Make an option somewhere (civil design file settings?) to select if you want to give transition curve values "by length" or "by constant". If you choo...

We would like the ability to add Mile Post annotations to alignments. One way to do this would be to add a "Begin Mile Post" property and the ability to configure the annotation group to display whole and fractional mile post annotations along the...

Our deed phrases can vary slightly by client. It would be helpful if there was a way to create, edit, and access multiple deed phrase catalogs to more easily switch between client preferences.

Since Bentley support told me this is works as designed and to submit an idea (when obviously this should just be fixed, yes FIXED because the way its working now is just wrong!) When you're in the model that contains the terrain, and you change t...

Make the Edit Feature Definition dialog box an actual dialog box. Currently it's too difficult to expand the dialog window, and it only remains in view when your cursor is within the window. It disappears too easily with a slight move outside of t...

Why is the export back to ALG and DTM those are both deprecated features in SS10 prodoucts. Why can't it create a alignment and profile that can be read by OpenRoads. Why can't I import in my client ITL file

It would be nice if there was a single list of configuration variables so that we don't have to hunt in different product Help documents (microstation vs openroads) to find details of how they are used. Furthermore there seems to be a lot of confi...

Long alignments can oftentimes consist of multiple profiles that control along various segments of the alignment. Currently, only one "Active" profile can be assigned to an alignment. When creating multiple bridges along the same alignment, users ...