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[Terrain] Flow arrows with slope percentages

Need ability to toggle slope percentage annotations above/below the flow arrows on terrains. This will help with design and analysis. An option could be added in the flow arrow properties, please refer to the attached snapshot.
12 months ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Terrain 1 Future consideration

Drainage Profile Change Property (Color/linestyle)

Currently, Profiles are drawn according to the feat definition/element templates of a node and/or conduits. There are times we need to differentiate the difference between an existing network vs proposed. eg. all proposed are required to be solid ...
11 months ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer 4 Planned

Need Named Boundaries or Multi-Point Cross Sections that can turn for secondary alignments

Currently, when secondary alignments are used, the cross sections are always based perpendicular to the primary alignment. We need the ability for named boundaries (or some other means of creating multi-point cross sections) to understand when sec...
about 2 years ago in Drawing Production / OpenRail Designer / OpenSite Designer 4 Future consideration

Collision-Free cross section annotation

​​There appears to be a feature in OpenRail and previously was in InRoads where you could specify in the Annotation Group to have the annotation shift if there was an overlap with another annotation but can't find the same feature in OpenRoads Des...
over 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 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...
16 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...
16 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...
16 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...
16 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 ...
16 days ago in OpenBridge Modeler 0 Needs review

The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2

LBS V22.00.02.19CS0035224 Service Case 1233802: [CS0035224] The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2 Product Backlog Item 1233801: (VM):LBS:V22:The fatigue stress range calculation doesn’t fo...
16 days ago in OpenBridge Modeler 0