Ability to append, join, or combine individual alignments and have it hold the sub alignment stationing, which would create station equations
In Geopak, we had the ability to take individual alignments and create an overall alignment from a subset of alignments and it would hold the individual stationing for each alignment, creating station equations. There is no way to do this in ORD u...
Live nesting set to 99 when using "Create 3d cut" in Profile View
When using "Create 3d cut" in Profile View the live nesting depth is by default set equal to 99. Basically file becomes heavy when live nesting automatically in the depth of 99 set with the tool "Create 3d Cut" in Profile.
Settings from Design Model should sync all 8 views in the view group
The saved view reference setting "Settings from Design Model" synchronizes the level display (and other settings) from view 1 in the reference file to ALL views in the master file. One efficient method of producing plans is to have a different lev...
Corridor Objects Dialog box to stay put after creating parametric constrains/point controls and etc.
The corridor objects dialog box is currently disappearing whenever you try to add parametric constraints/point controls/curve widening/end condition exception/external reference and etc. This would be much better if we could have at least make the...
Create a tool to export the DU project so it can be imported in another OpenRoads/OpenSite/OpenFlows dgn file. This would make possible to easily share projects or merge smaler ones in a compiled file for a macro analisys. Or, like in many cases, ...
Seperating the "add point control/parametric constraint" and "delete point control/parametric constraint" buttons within the corridor objects tool.
Many times a day I accidently delete a point control or parametric constraint when I'm trying to add. The buttons are extremely close, is there a way to move the delete button further away?
We need to be able to track alignment data to check sheet annotation. Would be very helpful to have an easy way to do this in sheets. Since an alignment or terrain would still need to be selected, the sheet scale shouldn't matter. This would work ...
Allow the road slope to exceed the gutter cross slope
My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...