Recommended that a when using the cross-section tool to view the applied cant along the alignment, the tool displays the cant as numerical value on the cross-section. The number should be generated automatically and displayed next the chainage...

Differential support settlement can create additional internal forces in beams. Right now there is no option to account for those forces.

I had a situation where I wanted to model Interstate NB and SB as separate and cut them off of the median cl. I was unable to get the tie slopes to tie to existing ground when cutting cross sections. Adding "key stations" at a skew would resolve t...

If I have annotation for curves in a track alignment and annotation for a turnout that does not annotate any curves, there is no way to deal with a single complex alignment and the annotation associated with it. As soon as I complex a turnout with...

Ability to annotate the reverse point of a reverse transition.

The button as it functions now, is able to edit whole library with one click. One unnoticed misclick can lead to losing hours of work. Could this function be hidden a bit? Maybe under a separate menu "Edit library" or it could have a pop-up explai...

Current Beam hog modeling is not as expected for Australian Bridges. Deck thickening can be applied, but the beams that support the deck do not follow the underside shape of the deck. The beams are straight, but really need to be curved and follow...

When I open a profile view, the default vertical exaggeration is 10. That is way too much. And I hate having to change it every time I open a profile view. Everyone is diffferent, though. I'm sure some folks love it. It would be nice if there was ...

As projects are still transitioning to ORD, I propose for a warning in ORD if someone tries to attach a reference dgn file that includes ss4/ss10 civil schema. As I understand it can be dangerous to mix these types of data especially if something ...

in Inroads there was an option to select points to put in regression in geometry to create a best fit alignment. You could then do a single element regression analysis afterwards and it would give you the best fit line and how far in either direct...