Loss of functionality from SS4 which had the ability to annotate "Station" or "Feature Station". I am cutting sections for a divided roadway and wishes to annotation the station of each centerline feature in his cross sections. Currently th...

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...

When navigating through all the feature definitions it would be handy to have an option to set the feature to the active definition being used. It's easier many times to navigate through the OpenRoads Standards list to find features than using the...

As a Designer I want the ability to annotate point elevations and dimensions like we are able to in the drawing model cross-section so that checking the model during design before cutting sheets helps us.

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 ...

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...

An input report should be made available to LARS files similar to the input report generated in LEAP Steel. This allows for a more efficient process for QA/QC of load rating files. This ability was present in LARS v10, but removed in the modernize...

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

Export the XS sheet or drawing model to 2D lines. And have the ability to export some dynamic XS to 2D lines and PDF it.

When editing vertical alignments. When I want to edit a complex vertical alignment by adding or removing elements I usually use Drop Complex Status because I find it easier to edit those single elements than edit apart and then use Complex Redefin...