OpenBridge does not seem to have a dedicated functionality for drainage system. I have seen solution in OpenBuildings, it looks quite decent. Just to clarify, when I refer to a drainage system, I mean elements like drip pipes, scuppers, vertical p...

Develop a way to split up a bridge model into multiple smaller segments in separate dgn files to allow multiple designers to model simultaneously.

Concrete diaphragms can only be placed at the abutments for the bridges with steel girders at the moment. There is no option the define concrete diaphragm at the piers for steel bridges. Users should be able to define concrete diaphragms at the pi...

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...

In OBM, when using the "Modeled as sloped bearing seats" option, I expected the bearing seat to slope longitudinally as well—not just transversely. This is especially relevant for precast bearings, which often consist of a variable grout pad and a...

I'm currently developing a bridge model that includes a gore area, and I'm encountering some modeling challenges. The main issue is with the deck slope: the slope direction changes across the width of the bridge, but the deck template is constrain...

In modeling a gore area, I need the slope direction to follow an auxiliary alignment. However, when using corridor information from OpenRoads Designer (ORD), it becomes incompatible with OpenBridge Modeler (OBM) if there's a change in slope direct...

Need new Barrier Feature definition separated for Deck & Approach Slab.

For now ORD Cross sections have limited capabilities compared to MS Clip volumes. Request is that ORD cross sections do inherit full capabilities of MS Clip volumes, including capability to define a thickness for point clouds and project the Point...

ProConcrete allows to add main and secondary rebars to a concrete element (bent, column, or footing) but it does not allow to add post tensioning strands, ducts, trumpets, wedges, or any other element associated to the post tensioning. It would be...