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Re-associate turnout to an alignment

When you create a new alignment, break a alignment and lose the turnouts or import a geometry it would be good to be able to re-associate or change the alignment to which a turnout are associated/connected to.For instance when I´m working with a c...
over 2 years ago in OpenRail Designer / Turnouts/Crossings 1 Planned

Direct Export Style from ORD - CSV for Survey

A new export style for exporting a file directly into Excel/Data collector from ORD needs to be created. The format would need to be a P,N,E,Z,D, Note export style. The File should be exported out of ORD in the same format that the CSV was brought...
about 2 years ago in Import/Export / OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 2 Future consideration

Add Corridor/Linear Template Vertical & Both Point Controls "Active Profile" option

Currently Corridor Vertical/Both Point Controls link the the specific Vertical Profile and when these get deleted, the Point Control is removed without warning. An option to set this point control to always use the Active Profile would allow this ...
almost 3 years ago in Modeling / OpenRail Designer / OpenRoads Designer 1 Future consideration

Point Code and number included in the regression points

The point code and number should be included in the regression points so that it can be printed out and identified when you make a regression report. If you only see the stationing and offset from the geometry you cannot separate normal track poin...
8 months ago in OpenRail Designer / Regression Analysis 0 Needs review

Edit Civil Labels

It is cumbersome to delete Civil Labels and place new ones when a simple change is required. Similar to how Geopak Plan View Labeler worked, it would be ideal if you could edit a previously placed Civil Label. Also being able to match a Civil Labe...
over 1 year ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 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...
about 1 month 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...
about 1 month 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...
about 1 month 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...
about 1 month 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 ...
about 1 month ago in OpenBridge Modeler 0 Needs review