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OBM Longitudinal Bearing Slope

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...
about 1 month ago in OpenBridge Modeler 0 Future consideration

OBM Change in the Direction of the Slope

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...
about 1 month ago in OpenBridge Modeler 0 Future consideration

Slope direction from auxiliary alignment

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...
about 1 month ago in OpenBridge Modeler 0 Future consideration

Barrier Feature definition for Deck & Approach Slab

Need new Barrier Feature definition separated for Deck & Approach Slab.
about 1 month ago in OpenBridge Modeler 0 Future consideration

Ability to annotate the difference of slope for vertical curve (parabola)

Currently we can not annotate the grade difference on the profile parabola, We can use the Item types to build a expression to calculate the grade difference and then use the civil labeler, but this workflow works only if the profile is not comple...
about 2 months ago in Annotation / OpenRail Designer / OpenRoads Designer 0 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

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

Annotate Rock and Undercut in XS

When you create earthwork, there is a way to create an additional quantities for rock excavation and unsuitable material. We are wanting to be able to run the earthwork EAV report to have those quantities in EAV format, and then be able to annotat...
about 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 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

Detailed Design Report

Currently, the detailed design report in RCPIER only shows shear/torsion calculations for the column. Suggest also including detailed moment, crack control and all other AASHTO checks in the detailed checks so reviewers know which equations were c...
17 days ago in OpenBridge Modeler / Reports 0 Future consideration