Please consider adding the ability to collapse Phrase folders within the respective .xml by default. This would be beneficial to an agency if they want to keep archive phrase folders for different purposes and do not want the respective archive ph...

Please consider bolding items from the Segments column once added to the Phrases Included column of the Right of Way Deed dialog box that opens when using the Deed Writer tool. This will help users track progression of the deed description develop...

Please consider adding the ability for the user to scroll (up-down) in the following areas of the Right of Way Deed dialog box that opens when using the Deed Writer tool; Segments column, Inserts column, Phrases Included column, and the white text...

Please consider adding the ability for the user to widen the columns (Segments, Phrases, Inserts, and Phrases Included) as they resize the Right of Way Deed dialog box that opens when using the Deed Writer tool.

There seems to be a need to Compress or purge out unused OpenRoads Feature Definition, Feature Symbology, Annotation Groups, Annotation Definitions. Compressing out unused "Stuff" in a MicroStation DGN file seem to be a normal function of MicroSta...

The create region tool doesn't recognize visible edges from the 3d model to create closed shapes by flood. There are many instances were it is needed to calculate areas in cross sections.

We need to be able to manually rotate survey cells in a 3D file. Yes, I understand there are macros to automate this. But simply put, we should be able to use the microstation rotate command and have the cell respond.

When using the "Create 3D By Slope To Target Tool " the only way to Trim/Extend the resulting linework is to manipulate the start/stop station which is very cumbersome. It would be much more intuitive if a Trim/Extend arrow head (similar to geomet...

Suggest making California design for abutments on LEAP to follow this Live Load Distribution memo. All abutments in California must be designed using the following Live Load Distribution method or it would not be acceptable per Caltrans standards....

Currently, LEAP Concrete reports required interface shear reinforcement values for both a smooth and a roughened condition. It also flags a design as not passing if either minimum is not met. If I know I have a roughened girder, I should be able t...