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The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2

LBS V22.00.02.19CS0035224 Service Case 1233802: [CS0035224] The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2 Product Backlog Item 1233801: (VM):LBS:V22:The fatigue stress range calculation doesn’t fo...
3 months ago in OpenBridge Modeler 0

Profile by Intersection Point [New Command]

This command would allow for a profile to be generated for horizontal geometry with at least two intersecting points. Steps Involved: 1 -Locate Element to Profile [Main Element] 2 -Locate Element Which Intersect (Multiple Selections possible but a...
3 months ago in Geometry / OpenRail Designer / OpenRoads Designer 0 Future consideration

Improve the Cant report such that the exact stations where speed changes is reported correctly

Currently we can generate the cant report with an specified interval. The issue with these report is that the exact station at which the speed changes can be interpreted incorrectly. for example. Consider an alignment in the with 100mph speed, dro...
3 months ago in CANT / OpenRail Designer / Reports 0 Needs review

Add BETWEEN values to display rules

When using display rules Type it would be useful to have an option of values between A-B, not only >, = , and >=. This way you can choose between multiple versions of a component. Example absolute horizontal 0-1 Curb type F, 1-2 type A, 2-3 ...
about 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Cant Customizable Parameters and Improved Navigation

I have a couple of issues with this 1 when you edit the cants its slow and the curser always jumps back to the top of the page, you cant simply go to the next line down 2 none of the automated cants are ever suitable. I'd like to be able to add in...
4 months ago in CANT / OpenRail Designer 0 Needs review

Annotation group for elevation, offset and point name

We need to annotate point name, offset and elevations in cross sections for rail Earlier it was being done in power rail using preferences. The drawing model scale annotation is 1:30. I tried adding point annotation using text favorite from civil ...
about 1 year ago in OpenRail Designer 0 Future consideration

Ability to have multiple superstructure types in one bridge definition. For example, steel main spans with concrete approach spans is currently defined as 3 bridges

Many bridges have approach spans that are smaller in length to the main spans. For example, a bridge that crosses over a railroad ROW may have prestressed concrete in the approach spans and a continuous steel bridge over the railroad, then the end...
over 2 years ago in Modeling / OpenBridge Designer / OpenBridge Modeler 0 Already exists

Name individual elements when using Complex by PI

You can name an element if drawn 1 at a time with tangents and arcs. But if you use Complex by PI you can't go back and name your elements to make it easier to report on your geometry.
over 1 year ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 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

Point Control/Parametric control grouping folders within Corridor Objects tool.

Be able to group Parametric Constraints and Point Controls in the corridor Object tool into folders. IE - Ditch Profiles -> Ditch 1, Ditch 2, Ditch 3
5 months ago in Modeling / OpenRail Designer / OpenRoads Designer / User Interface 0 Future consideration