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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

Sheet creation assign proper application

When creating multiple sheets the files are created with no application assigned. This forces users to manually assign the application and when creating a large plan set this is a lot of extra work.
about 2 years ago in OpenRail Designer 0

Geometry Builder Interior Angles

We often get plats that have interior angles and distance for the parcels, tracts, etc. It would be nice if this option was in geometry builder.
about 2 years ago in Geometry / OpenRoads Designer 0 Future consideration

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

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

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

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

The ability to set a corridor feature definition that automatically increases the template drop interval in sections with curvature and superelevation

As we transition to using the model as a legal document, we are refining the standards we have for template drops to ensure our model provides adequate information to be used directly in construction. Our standards will require a certain interval ...
about 1 year ago in OpenRoads Designer 1 Needs review

Provide Low Point/High Point Information in Profile Table Editor

Lost functionality that was available in Geopak. Helpful to meet specific locations when designing a profile, instead of storing the profile and reading the profile report, or hand calculation of the low and high points.
about 1 year ago in OpenRail Designer / OpenRoads Designer / User Interface 0 Future consideration