when the "Use Construction Length and Slope" Preference = True", in the profile view the slopes can not be edited. c If the "Use Construction Length and Slope" Preference is set to False, We can edit the slope value directly in the profile. Please...

The Graphics tool (Survey >> Field Book >> Import) currently imports all the MicroStation features in the active .dgn to survey features. This idea is a request to enhance the Graphics tool (Survey >> Field Book >> Import) ...

Road Cross section are able to display template, Design and existing terrain surface within the frame. But if theres drainage infrastructure there is no way of displaying that data within the frame it has to be done as a point annotation.

In railway design, the standard practice is to pivot at the inside (low) rail when applying cant and generating swept envelopes. Currently, OpenRail Designer does not provide an option for this; users must create complex templates with point contr...

We need the ability to get the profile elevation from the turnout points to the turnout report.

Existing Center Line is critical information. We must be able to create such a line in an easy way without having to apply workaround, 3/4 steps workflow or MDL.It means H+V+existing cantIn the past we had a single box to check to create this exis...

Currently, the only rotation options for drainage annotation is constant. With alignments that are curving, our sheets must change rotation. It would save a lot of time spent manually adjusting rotation on each sheet.

I suggest improvements to Bentley OpenRail Designer for handling Cross over connections in the following scenarios: Cross over Between Adjacent Tangent Tracks: Enable a simple geometric connection between two parallel tracks without the use of Geo...

In OpenRail Designer, unable to output the direction information when comparing geometry points to a baseline alignment. In Bentley Rail Track we were able to create clearance reports that included the direction. It appears OpenRailDesigner's repo...

There appears to be a discrepancy in wind load calculations—specifically, the gust factor of 0.85 remains different from AASHTO standards. However, the FDOT Structures Design Guidelines (SDG) 2025 now allow the use of AASHTO Article 3.8, which may...