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Ability to append, join, or combine individual alignments and have it hold the sub alignment stationing, which would create station equations

In Geopak, we had the ability to take individual alignments and create an overall alignment from a subset of alignments and it would hold the individual stationing for each alignment, creating station equations. There is no way to do this in ORD u...
over 1 year ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 3 Future consideration

Horizontal Offset Option for Geometric Points

We are seeking the ability to specify a horizontal offset from a reference when placing and modifying geometric points. Currently, options for vertical offset (delta elevation from reference) and rotation offset (from reference) are available for ...
4 months ago in Geometry / OpenRail Designer / OpenRoads Designer 3 Future consideration

Allow for custom line styles to be synced with "update from dgn lib"

When a custom line style is updated in the workspace, it does not update existing files that have used the previous line style (of the same name). The only workaround is to: Manually delete all of the line styles you want to update Remove the defi...
over 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Workspace 0 Future consideration

User option for linear stroking when creating terrains while processing field data in 3d files.

It would be very useful to big back the user option for stroking linear elements when creating terrains. This was available in v8i and greatly enhanced our surface models. Right now there is a configuration variable but it can't be set by users. A...
over 1 year ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey / Terrain 6 Future consideration

Station Offset Report

When working on Finish Grade Elevations, I have been utilizing the Station / Offset Tool in the OBM Geometry Report flow to capture my T-line points along Beam Lines and print the report for documentation. The bridge I am currently working on is o...
14 days ago in OpenBridge Modeler 0 Future consideration

Update to Manual for Bridge Evaluation 3 rd edition

The current version of LBC we're using references the Manual for Bridge Evaluation, 2nd Edition as the basis for bridge rating. I'm wondering if there are plans to update this to reference the 3rd Edition instead. If such an update is planned, cou...
14 days ago in OpenBridge Designer 0 Needs review

Interoperability of concrete diaphragm from OBM to LBC for open/close box beam types

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...
14 days ago in OpenBridge Designer 0 Needs review

Allow automatic POI definition from bearing to bearing (for camber and deflections)

For final bridge plans involving a steel bridge, we need to report dead load deflections at either the 10th or 20th points along the span—from bearing to bearing. While the program does calculate these points, it currently measures them from the e...
14 days ago in OpenBridge Designer 0 Needs review

RMBridge--Seismic Eigen Analysis with CQC Method for Repeated Sub-Systems

In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...
14 days ago in OpenBridge Designer 0 Needs review

Camber on the beam, Beam need to be curved and follow the underside of the deck without gaps- Australia specific

The current beam hog modeling behavior is not as expected. While deck thickening can be applied, the supporting beams remain straight and do not conform to the underside profile of the deck. In reality, the beams should follow the curved shape of ...
14 days ago in OpenBridge Modeler 0 Needs review