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...

When creating Report Definitions for item types, we have the option to create calculated columns that can use an expression, similar to an item type, to create a data column that looks the way we would want it in a standard report. It can combine ...

Add OpenRoads Designer Civil functions to Python integration allowing development of Python applications that can access/call the Civil Design processes within OpenRoads

I'd like a tool that synchronizes all template drops in all corridors in a file, right now they have to each be manually selected in the explorer or on screen.

In the substructure reinforcement maybe need to be modeled in separate groups (using irregular dispatch, single rebar distribution etc.) to avoid obstructions like plies or girders that are cast into the concrete abutments/wingwalls. This may nece...

Reinforcement is typically tied together and is 3D modeled to reflect that. For example, a U bar tied into longitudinal/vertical bars. When a section cut is taken, the drawing models appears to show a single long U bar and not 2/3 separate bars. B...

Ability to annotate the slope between two linear features in plan. Currently we can only annotate station and offset but it is very common for designers to check cross slopes.

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...

Within the Item Types Import/Export tool, "Import From" and "Export To" lead directly to folders outside of ProjectWise. There is no option to import from or export to an excel file within ProjectWise.

We need the software to have capability in reporting to interpolate lift and slew values between regression points. Because currently when a complex alignment end point is between regression points the reporting only picks up the lift and slew val...