The nesting depth on newly created Drawing and Sheet Models defaults to 99. I have set up my sheets seeds the way that I would like the nesting depth to be set. For Plan and Profile Sheets, the Default model of these sheets acts as the "container ...

Need ability to toggle slope percentage annotations above/below the flow arrows on terrains. This will help with design and analysis. An option could be added in the flow arrow properties, please refer to the attached snapshot.

Developing projects requires many iterations involving multiple alternatives. For simpler projects it may be feasible to manually duplicate a corridor but as corridors get more complex this method becomes more cumbersome and prone to error. When d...

Situation Description RM Bridge large model requires several days to complete execution when running vehicle influence line results. The current workflow for influence line calculation appears to be sequential, resulting in excessive computation t...

Wise users open files in read-only mode when they don’t intend to change the file. ORD should promote good file practice to allow us to view geometry when we are in view only mode.

There is currently not a way to create a terrain model from toggling multiple field books under the Survey Data tab. Users can currently use the Create Terrain Model From Field Book Selection Set tool to create a terrain from an element selection ...

In the InRoads Check Integrity command, the command would report "OK" for any PIs that did not have curves. We would like the ORD check integrity reports to not report issues at a PI if there are no curves present.

There is currently not a way to remap the terrain model’s source path in ORD. This capability is needed to be able to push survey data updates via rewriting a .tin file to then update from source (sourcing back to the rewritten .tin file with surv...

A geometry tool is needed to easily create a Compound Horizontal Curve with Spiral segments. Having the ability to quickly compute a Spiral-Curve-Spiral-Curve-Spiral between two tangents would be greatly beneficial to the track design work we do. ...

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...