XSL custom report require programation knowledge, is difficult and there is no information no-where to be found on what and how to do. It could be nice to have an easy to edit XSL report editor so we could display the information we want the way w...

I would like the ability to move a complex alignment without breaking any alignment relationships or losing the profile. This way I can keep any elements that are associated with the alignment intact, just moved to a new location with the alignment.

Include option to specify wingwall height at either the start or end of wingwall. Currently, the height can only be set at the start or end closest to the abutment backwall if the user is choosing to slope the top of wing to match the profile.

A useful tool which shoud be added to the program is transition between different types of templates. It would be useful both in cases of tracks and corridors ( namely surfaces with different width ). Currently, if one implements several types of ...

We would like to get some more information when this message appears, e.g. full explanation about what is wrong. When we are breaking a rule ORD should keep history and detailed explanation about what is broken, get a better history and presentati...

Need the ability set a component as a mesh or solid within the component properties in the template library. All components are current meshes which do not allow downstream consumption with certain software. The ability to toggle a barrier to be a...

When importing or creating a new geometry, a virtual transition length may be needed to the geometry, even when it is not needed. Sometimes, changes are already done to the geometry. Is there a way to propagate the changes through once we update t...

In OBM, when using the "Modeled as sloped bearing seats" option, I expected the bearing seat to slope longitudinally as well—not just transversely. This is especially relevant for precast bearings, which often consist of a variable grout pad and a...

In modeling a gore area, I need the slope direction to follow an auxiliary alignment. However, when using corridor information from OpenRoads Designer (ORD), it becomes incompatible with OpenBridge Modeler (OBM) if there's a change in slope direct...

For final bridge plans involving a steel bridge, we need to report dead load deflections at either the 10th or 20th points along the span—from bearing to bearing. While the program does calculate these points, it currently measures them from the e...