When you place a Linear Template on a splined element a warning is generated which requires user interaction to dismiss: "Warning: The base geometry selected for this corridor contains B-Spline elements for the horizontal Transitions. Consider rec...

Need the ability set a component as a mesh or solid within the component properties in the template library. All components are current meshes which do not allow downstream consumption with certain software. The ability to toggle a barrier to be a...

Cross sections must be perpendicular to the flow lines at all locations. And they cannot intersect with each other. That is why it is common to see cross sections snap at different angles outside the main channel (we call this doglegging). The tri...

NYSDOT requires that all plan sets include an LFD Load Rating. Until this ability is added to LEAP Steel, we cannot adopt OpenBridge fully and must continue doing our steel design in different software.

Letting users increase and decrease an exaggeration of the elevation data can help visualize drawings when looking from the side or angles.

This tool was incredibly useful in creating Finished Grade and subgrade terrains, allowing for quick creation of transverse features to control triangulation and slope transitions in intersections and grading. The fact that the lines could be made...

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...

We are able to format most text favorites to hide trailing zeros. However, we are not able to hide trailing zeros for text favorites for Cross Section Annotations > Segments > Slope. We can define the precision, but there is no option to hid...

Text Favorites are great. This is the primary way we transfer information from the model into intelligent annotations. Their functionality needs to be expanded to cover, quite literally, anything. If a property is discoverable anywhere in the desi...

Currently, in LEAP Steel, haunch self-weight is a system-generated load in the initial stage, so LEAP applies the load over the whole bridge. I recommend changing it to be a staged load like the deck slab self-weights, since haunches are poured co...