Our current standard workflow for roadway corridor modeling is to create a pavement corridor then a corridor for each end condition Rt and Lt. I have seen many others including some Bentley folks use this method. It would be big time saver to have...
Need the ability to define sequence number other than at the end of the filename
We have a standard naming convention that uses sequence numbers which are in the middle of the filenames. This has been our standard for over twenty years. Additionally, we require each sheet to be in a separate file for multiple flexibility and a...
Allow entering a degree of curve (d 00^00'00") as the Radius of the Alignment Table Editor.
When creating curves, an ORD user is allowed to enter a degree of curve (d 00^00'00") as the Radius. Put the same functionality in the Alignment Table Editor.
There was a command in Geopak called Copy Chai
n Parallel that was very useful in creating offsets of survey chains, and creating new points at constant delta elevations. We are
looking for the same function to be added in OpenRoads Designer.
Please add the option to automatically assign coordinate systems to drawing and sheet models based on the design models and to place the sheets coincidently even when they contain drawing boundaries. Right now, we cannot create georeferenced pdfs ...
Update "Coordinate Grid" tool to allow more options
The "Coordinate Grid" tool needs to be updated to provide more options of the coordinate text placement allowing offsets & rotation etc. There should be, at a minimum, the same amount of control as we had with the InRoads tool "Place Coordinat...
Ability for Corridor Horizontal Parametric Constraints to be applied with Reverse Cubic Curves
In our legacy software we could quickly and easily apply a reverse cubic curve tapers for our designs without having to create Geometry and have our lane edges follow that - noting that the Geometry is not actually the required reverse cubic curva...
Allow member groups to start and stop at the same support line in LBS
We are modeling a complex bridge in LBS and the bridge is flared. The flare has required the addition of shorter beams that are not full length to keep the beam spacing on the flared end reasonable. Currently LBS does not allow more than one beam ...