This comment is coupled with another idea I had regarding selective update of annotations. Again the problem stems directly from the dynamic nature of ORD. Usually the process to create a cant for an alignment goes as follows: -Creation of speed t...

Please add back the SignCAM View & Edit functionality available in the 10.02 version that is used frequently for sign making, breaking apart and nesting elements before cutting. This is useful for saving material. The 2024 version does not hav...

Annotation of length of lines in profile returns the 3D Length, we need to annotate the Horizontal distance as well

This won't update immediatly when the 3D model is updated. This means that when going to plan production, all profiles needs to be refreshed.

This command would allow for a profile to be generated for horizontal geometry with at least two intersecting points. Steps Involved: 1 -Locate Element to Profile [Main Element] 2 -Locate Element Which Intersect (Multiple Selections possible but a...

Ability to annotate the flow direction of a ditch using an annotation group within a cross section drawing model. Currently the annotation exists only for plan view (See communities post here ). In Geopak we had a workflow to accomplish this task,...

ASCII elevation data from hydrosurveys is delivered in positive depths making for an embankment instead of a channel. A function to multiply elevations by -1 would save a trip through Excel or a GIS program.

Currently ORD will create a top mesh and bottom mesh when a template is assigned to a corridor. However, when a template is assigned to a design non-corridor terrain, no top or bottom meshes are created. Doing so would be very useful for viewing o...

In Openbridge you can untick a Bridge in Explorer and it will hide that bridge in both 2d and 3d models. In OpenRoads, this functionality is very much needed for Corridors and Linear templates (similar to what we have for Feature Definitions). We ...

For almost all our projects we require very precise crossfall transitioning at tie-ins to existing and situations at ramps where we project crossfall from one carriageway to another. It is not practical for us to report crossfall and copy the valu...