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...

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...

Feature Definition Toolbar A proposal for improving/expanding this feature Choosing Feature Definitions is a frequently used feature in OpenRoads Designer. Especially in urban projects, switching between pavement types, curbs, placing signs, s...

Feature Definition Toolbar A proposal for improving/expanding this feature Choosing Feature Definitions is a frequently used feature in OpenRoads Designer. Especially in urban projects, switching between pavement types, curbs, placing signs, ...

Using display rules can be very difficult when you have nearly identical components on top of one another. We've all tried to eliminate this difficulty by using a ton of different templates, but that can be even worse when conditions keep changing...

Provide ability to place a 3D sign panel in a design model with the size and design from the sgn file. Transoft's Guidesign program has this ability as an example.

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...

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...

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...

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.