The output reports for a bridge in Leap Bridge Steel is thousands of pages of poorly optimized tables. I have used other software (including LEAP Bridge Concrete, Merlin DASH, etc.) that provide a lot of the same necessary information with much mo...

Scenario: feature definition A with pre-attached item A is assigned to an element, then the feature definition is changed to feature definition B which has item type B pre-attached, now the element has item type A and B which results in wrong repo...

Template Display Rules are very powerful and widely used in corridor modeling workflows. However, Display Rules are only available for components. We would like to extend this functionality to the Null Points. This would open new possibilities for...

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...

There should be a one button command to convert a Survey Linear to a Civil Geometry Complex Element, a MicroStation Linestring, or individual MicroStation lines (User picks what they want). There are ways to accomplish this process now but most in...

Suggestion to allow annotation and labels to align with plan named boundaries and sheet file plan views. For example, consider a plan named boundaries shape around a horizontal curve. If you have a separate standalone annotation file, often times,...

We receive the rail alignment in the form of a .xtr file. In the file itself it is possible to see that there is station, cant, construction and destruction phase, and turnout information, yet when I import it in OpenRail Designer only the alignem...

It would be nice to be able to export a drainage network into 2D linework that can be edited for plan sheets. Currently, we don't use our modeled files directly in our plan sheets as we cannot adjust the conduit line styles and it takes longer to ...

Please add an interval setting to dynamic cross sections . This will allow users to control the interval in which to view cross sections. By default the interval matches the corridor density.

Enable the user when relocating a catch basin to view the catchment boundary as the inlet location is adjusted. Thus, acting as a dynamic and transparent view of the catchment boundary for the inlet at the new location. This will simplify the work...