When using Set Feature Definition to change an element from one Feature Definition to another, existing Item Type values are not updated. For example, if a striping line is initially assigned an Edgeline Feature Definition with an Item Type proper...

In OpenRoads Designer when adding "plan annotation.arc max superelevation" to text favorites, annotation works as expected for simple curves (Annotation Group: Location = In Horizontal Components = Arc Left or Arc Right) but does not work when ass...

Problem Configuring Annotation Groups in OpenRail often requires significant trial and error. While examples and documentation exist, users still spend considerable time experimenting with Annotation Definitions, Text Favorites, and annotation set...

Closed components in the template are currently saved as meshes when exported to, for example, DWG format, unless an additional manual operation has been performed beforehand to convert the meshes to solids. I would like to have an option to perfo...

The Columns tab in the Substructure Template UI is not user friendly for more than 1 column. The program seems to be doing too much to try to assist user entry, but it ends up causing the window to become glitchy and less functional. Ideally, a us...

Summary: Administrators need the ability to apply multiple precision formats within a single cross‑section annotation group. Current limitations prevent annotations from displaying ratios or percentages with mixed precision based on whether values...

When converting 3d linestrings to Civil Geometry, there is a significant impact on performance when undertaking some tasks. It is very common to receive survey data as a 3d linestring and then have to report against it but this can be extremely pa...

OpenSite Designer currently displays terrain contours as dynamic, rule-based graphics that remain associated with the terrain model. While this workflow is suitable during design development, some users require permanent contour graphics during dr...

In the loads tab provide an option to specify that a load is part of the self weight. between the internal concrete block outs, and sometimes having geometry that doesn't perfectly match the library beam self weight, it would be helpful to be able...

Provide a way to quickly apply additional loads that are either composite, or specific to a beam. Include the ability to specify which stage the load is applied during. This would get used for loads such as additional overhang concrete, utilities,...