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Profile symbol of Transition Node

In profile view, the top of Transition Node is tied with group elevation; and bottom elevation meet the pipe. Any chances to make the only “Transition Node” showing as “point” or “line” only in Profile? J ust only one point in the invert? Setting ...
about 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Already exists

Incorrect arc radius for turnout outer curve switch.

For turnout annotation, we need to add turnout with LLS Extension from the library. I know that it is possible to add LLS radius value for a defined curved turnout in the library, but for a complex project where there are a lot of curved turnouts ...
about 1 year ago in OpenRail Designer / Turnouts/Crossings 0

No subtraction of sleepers from ballast in corridor report

Corridor report does not subtract the volume of sleepers we added to the model from the ballast. I propose to add in the next version of ORD the possibility to subtract in the ballast the added sleepers.
about 1 year ago in OpenRail Designer / Reports 0 Future consideration

No possibility to set the lower limit height of the profile

When creating profiles using ,,Named Boundary”, I cannot set the lower height limit of the profile. I propose to add in the next part of ORD setting the lower height limit if we want to make one drawing sheet from profile. This would help with the...
about 1 year ago in Drawing Production / OpenRail Designer 1 Already exists

Frame action or double curvature to be considered when superstructure is integral with substructure

When a superstructure is integral to substructure for Leap Concrete, both girders in the superstructure module and columns in the substructure module analysis/ design should incorporate frame action for any design load cases such as breaking force...
about 1 year ago in OpenBridge Designer 0 Future consideration

Option to Manually attach profile view to sheets

We have had several profiles views disappear from our sheets and have had to recut the sheet. Would be nice to be able to manually attach the profile back to the sheet.
about 2 years ago in OpenRoads Designer 0 Already exists

Allow Pier Diaphragms to fall between the beam ends rather than encasing the beams inside the diaphragm (TDOT).

TDOT doesn't encase the beams inside of the pier diaphragms. TDOT places an 18" diaphragm between the beam ends with bent-up strands being used for anchorage into the diaphragm. If the bridge is skewed, the diaphragms are skewed at a different ang...
about 2 years ago in OpenBridge Designer / OpenBridge Modeler 0 Future consideration

Create corridor without vertical

Having the ability to create a corridor without needing a vertical can be helpful when a project involves widening. With widening, I wouldn't need a profile along the CL, but instead it would be along the EOP. Point controls can be used to attach ...
about 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer 0 Future consideration

Adding Japanese Cubic Parabola

OpenRail Designer seems to have Japanese Sine spiral type added from the formula used in Power RailTrack. However, there seems to be nothing similar to Japanese Cubic Parabola, which is based on a different formula from Japanese Sine.
about 1 year ago in Geometry / OpenRoads Designer 0 Future consideration

Ability to customized terrain check report with RMSE values and confidence percent in a excel out put.

This would be extremely helpful in final deliveries to clients reports, providing them with statistice they need.
about 2 years ago in OpenRail Designer / Terrain 0 Future consideration