Currently, OpenRoads Designer does not support a native method for designing an end condition that targets both the terrain model and a specific elevation simultaneously without relying on external geometry such as contour lines or point controls....

As a road designer, I would like to be able to produce a report aggregating all quantities for all components for a project, items in this reporting being linked to a price list.With Item types and Reports we have ability to generate data, but for...

In ORD when you attempt to measure the graphics within a XS View it appears that you get the surface area of the entire cut or fill volume. As a user, I need the specific end area for the element. Presently you have to trace the element with a mea...

Currently the approach slab line uses an offset distance to place it. that offset value just shifts the line that distance along the alignment, which is not what we want especially on curved bridges. That offset distance needs to be a copy paralle...

The new feature in 2022 R3 with the line of sight/ Radial sight check is good for a single check, but being able to run the radial tool along an alignment at set intervals to be able to check for visual intrusion. This will be a great design aid i...

To annotate event points you must specify the name of the event point list in the annotation group. This requires each user to name their event point list exactly as per the annotation group or the event points will not be annotated. This is not l...

Please return the export to DWG/DWF functionality available in previous versions. Not every customer uses Microstation DGN files.

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...