In the Deed Writer tool (accessed via Geometry > Reports > Deed Writer), after selecting the reference alignment, the next step prompts the user to identify the Right of Way boundary. Currently, the tool only accepts closed shapes for this b...

We need the ability to display terrain slopes at a specified grid interval. This technique is used to present to other stakeholders (non ORD users) for analysis and confirmation that all the slopes of a terrain meet design criteria. InRoads had a ...

The current Export to IFC capability in ORD is limited only to retaining some of the item types, but the other metadata are lost upon exporting. The workaround we gave to the user is to use the Bentley Infrastructure Cloud as the exporting of the ...

Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...

OBM does not currently allow for bent connection plates for diaphragms / cross frames. We need that ability to cover bridges skewed between 20 and 45 degrees.

Currently, the only way to place a single point slope label on a terrain is using the "Analyze Point" tool which works ok, but there are no options at all for controlling the display of the label placed. We would like to have the ability to place ...

When creating named boundaries of any time, a saved view is created for each named boundary. The creation of a saved view is a method that is supposed to control the look and feel of the drawing/sheet, but it is over-complicated, poorly understood...

It would really be helpful for users with OBD to not have to open OBD prior to opening OBM. That is a big pain point that I get a lot of complaints about. Also it is very confusing for users at first, they don't understand why they can't just clic...

Having the ability to quickly check both existing and design crossfall/superelevation would increase efficiency within the program as there would be no requirement to run a template and report to evaluate existing cross slopes