For large scale projects, earthwork volumetric meshes cause considerable deficits in navigation performance due to the high count of vertices and faces to be calculated with each navigational operation. Use of scalable meshes for these components ...

When designing drilled shafts, there is no option to display controlling shear and moment loads (bottom of column). This is needed for the geotechnical engineer on designing th drilled shaft. For column design, it is sometime useful to also show c...

It could be useful for different purposes to be able to create component meshes of defined length (construction, pre cast slab). I suggest to add at least 3 parameters to any component: length of the component: the question is then, where to measu...

Actually , the lock to start and lock to end stations are defined by the start and end of alignment or feature the corridor it is based on. This makes the point control handles (in the 2d view) to be outside the corridor limits when the corridor i...

In the current "Create Drawing" dialog, which is usually the second step after creating a named boundary, the Drawing Seed drop-down does not show the full name of the drawing seed. Usually this is correctly populated by default, but occasionally ...

This would be useful for agencies with strict installation procedures that prevent the installation of exe files.

Currently when an alignment is dropped (no longer complex) all associated turnouts delete entirely and any geomtery created from these turnoiuts is also deleted. This is a big issue when optioneering, or when working on a scheme with lots of turno...

If feature definitions are turned off in a file, it doesn't show up when reference and it's not possible to even view without going back into the file. It would be helpful to have the option to turn on feature defintions the same way levels can be...

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...

For box shaped conduits, we need to be able to define top, bottom and side wall thicknesses independently. This allows modeling of box shapes which correspond to physical construction.