The name of the nodes are defined at placement by the selected Feature Definition. It's common for it to be changed during the design process. For these cases, all altered nodes must be manually renamed. This usually is done through selection or u...

Many time when desining earthworks or roads we`re have to create retaning walls to respect the site boundaries. The soluntion depends on if it`s a cut (anchors, soil naisl, ..) or fill areas (seinforced soil walls, slope reinforcement, mass gravit...

When working in Projectwise projects, the "Load Temporary Library" ONLY allows us to select files from the server. It would be great if it would allow us to choose files from ProjectWise to temporarily load too.

It would be useful to have the ability to annotate only part of the horizontal alignment. There are situations where we need to have several different annotation groups along the alignment.

Add the Target/Locate button to the corridor objects dialog in order to change the stationing of point controls, parametric constraints etc. instead of ma manually entering station.

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...

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...

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...