Tool names need to be consistent everywhere. If you go to the tool called "Direction", the tool that opens up looks to have a name of "Change Curve Direction" as the title. if you open to tool called "Coordinate System", the title of the dialog th...

In the current software version it is necessary to have hydraulic prototypes, catalogs, ect. in the same dgnlib as any SUDA/SUE feature definitions. This is due to how prototypes and such are managed within the software. In the workspace/workset c...

Please add the option to use Civil Labeler in sheet models. For some sheets, there is no readily-apparent need to create a drawing model (e.g. for schematic-type drawings with no dimensions), so we only create a sheet model. Unfortunately, this pr...

when creating dynamic vehicle envelope (strangely called coach sweep), the methodology does not reflect the vehicle outlines. Passenger carriages and most locomotives have tapered nose configuration which drastically reduces dynamic envelope. Curr...

In US and Canadian standards, the turnouts are defined from switch point, and the distance between point of switch ( .1) and PITO (intersection, as point .0) is the most critical distance. As right now, there is no prompt available in turnouts fea...

Currently the turnout feature definition only supported non-US convention and methodology. It is only based on ratio which is not well suited for US and Canadian users. North American rail standards are based the actual frog and switch angles expr...

There are a lot of properties of the conduits connected to a node within the utility properties of that node. However, one thing that I need to call out (and would like to automate) is the difference in slope that occurs between two conduits conne...

It would be useful if some of the profile tools (quick profile from surface, profile from surface, etc) had a toggle to allow the profile to be set as active when it is created. This would make it more efficient in cases like when you need to crea...

Usually, the bridge deck of a precast beam is an integral unit per span. In actual construction, the bridge deck may be constructed in sections for each beam. Is it possible to break the bridge deck into sections for each beam, and further divide ...

With projects needing a variety of contours at specific elevations and not simply intervals, we need a way to easily display and then export specific contours with labels as line strings.