Ability to add marks for the lowest points along ditches in plan. Currently we can only annotate flow arrows. It can also work as vertical change in plan for ditch profiles.

In many circumstances superelevation cannot be easily defined by superelevation points, i.e. tie-ins to existing crossfall, extension of adjacent carriageway crossfalls, eg. ramps, intersections, etc. In these circumstances users need to use linea...

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...

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 ...

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

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...

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...

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...

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...

There appears to be a discrepancy in wind load calculations—specifically, the gust factor of 0.85 remains different from AASHTO standards. However, the FDOT Structures Design Guidelines (SDG) 2025 now allow the use of AASHTO Article 3.8, which may...