If I have a survey element that represents some existing feature, I'd like the ability to use it as a point control when designing corridors.

Horizontal feature constraints are a huge benefit to streamlining corridor modeling and tying design intent to civil geometry. The range options (-, 0, +) are pretty limited and often trigger components to behave improperly. Adding more options to...

Use the Geometry Connector with start and end elements chosen as turnouts. The converged result gives a disconnection between the regression alignment and the turnout. You can only discover it by zooming in to the closest possible view. A "Verify ...

Users would like the ability to quickly place a point in the dynamic section view to pull elevation information. It would be nice to have that text remain in place as you move from section to section, similar to the cut/fill volumes between sectio...

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...

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...