Either add ability for multiple users to be in the same ITL and save the information. At the moment we run a separate ITL for segments of a project which leads to slight differences to similar items. It is cumbersome to use the template library or...

When naming nodes, we usually associate that node name with the conduit, drainage area, and gutter name. But, if we have to update the node name (ex: 0401 to 0405), then we have to change all the other names manually. User is looking for possibili...

This is a request to enhance the annotation groups. Can there be a toggle in the annotation group to have the ability to group the different annotation definitions together. For example, we have lots of annotation groups that have multiple text fa...

OpenRoads/OpenRail Designer support the import/export for IFC alignment 4.3.x. It seems that OpenRoads/OpenRail Designer can only import/export IFC alignment 4.1 https://wiki.osarch.org/index.php/IFC_-_Industry_Foundation_Classes/IFC_alignment

I was told it's in the backlog, so I put it to vote. Add ability to model flexible vertical support (spring) in LEAP Bridge Steel - it's important for bridges that are supported with piers of a compliant nature. This type of support may quite sign...

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...

civil labeler allows us to label civil geometry elements from reference files. Simply placing labels appears to apply the civil schema to the active dgn file.User like to have a warning when users detach reference files whose elements are labeled ...

It would be advantageous to be able to link 3D annotation to 2D annotation. In order to be able to create stationing as 3D text on an alignment in a 3D model, you currently need to do it manually. It would be desirable if you could link a 2D anno...

Ability to select lines for cross sections like in Geopak and to be able to import /export said lines for use. When you have miles of data and your sections are not perpendicular, selecting 2 end points per section is very time consuming.

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...