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Ideas

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Ability to use end condition exceptions on linear templates

Being able to use end condition exceptions for linear templates would be extremely beneficial for roadway designers. We often use end condition exceptions to turn off slopes in order to connect external features like ditches to the corridor. Not b...
over 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 2 Future consideration

Easy civil cell for turnout edition

Create an Easy civil cell for turn-out edition and turn-out annotation
about 3 years ago in OpenRail Designer 0 Future consideration

Ablity to connect two nodes directly by flange

For the water supply project, in a situation where we have cast iron elements connected to the flange such as gate valves, hydrants, elbows, venturiers and plastic line pipes. There is no way to connect the two nodes directly through the flange. a...
over 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

x-section annotation of components

now we can only annotate the cut and fill in X-section, we need to be able to annotate also the different components
almost 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer 2 Future consideration

Show deflections at PIs even when there is no curve

As a Highway Engineer, I want the horizontal alignment reports to show deflections at PIs even if there is no curve, at least one of the reports so that I don't need to add it manually.
over 2 years ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer / Reports 0 Future consideration

Allow Assignment to Multiple Alternate Surfaces

There are often points in a template that should belong to multiple surfaces. For instance, we have a point in our rural templates that is part of the top mesh and should also belong to our aggregate shoulder alternate surface and our subgrade sur...
about 3 years ago in Modeling / OpenRail Designer / OpenRoads Designer 0 Future consideration

Equilateral turnouts as a separate element with its own geometry for both main and deviating track

Currently, in order to create en equilateral turnout, one needs to recreate one of the branches (with exact geometry) and then add the branch part. This process has a lot of inconsistencies and sometimes results in unexpected geometries ( transiti...
over 2 years ago in OpenRail Designer / Turnouts/Crossings 0 Future consideration

Display and Annotate Tap Nodes in Profile Drawing

The feature name (e.g. a number) of the tap node can be labeled in the plan.The tap is visible in the "Engineering Profile".It would be helpful if this could also be displayed and labeled in the profile view/drawing. How it should work: Tap Node i...
about 3 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Separate Limiting Tension Stress at the Top of Prestressed Concrete Girders Near Interior Supports

Add a separate limiting tension stress for the top of girders near interior supports. AASHTO LRFD permits the use of a limiting tension stress at the top of girders near interior supports for Service III different than the limiting tension stress ...
6 months ago in OpenBridge Designer 0 Needs review

Beam section library needs to be updated.

The Florida I-Beam (FIB) section library in LEAP Concrete has not been updated to reflect the latest standard revisions. In particular, the number of strand slots in the third row from the bottom (@ 7") is shown as 13 in LEAP, while the current st...
6 months ago in OpenBridge Designer 0 Future consideration