Start and End Station Civil Expression for Offset Strings
We need an item type civil expression for offset strings from corridor strings (lines created by template points) providing start / end station in respect of that corridor alignment. Currently alignment name needs to be specified manually to the e...
Enhancing Named Boundaries: Updating Named Boundaries and Applying Geometry Rules
To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...
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.
Currently, Drainage and Utilities feature definitions get captured via the CIVIL_CONTENTMANAGEMENTDGNLIBLIST variable within the workspace. Many configurations often use wildcards and file names that lump together features of D&U with road, ra...
You can attach a corridor to a new reference but not with a linear template. Either make this tool also work for Linear Templates or create the ability to do so some other way.
The elevations of the event point can only be seen when one generated a Horizontal Alignment Event Point List Report. It would be better also if the elevations can be seen earlier in the Event Points List Table
Automated batch converter for upgrading 32bit SignCAD files to 64bit at scale
We have a large number of SignCAD files in our environment that were created in the 32bit legacy versions (10.02 and older) that will need upgraded to the 64bit file format. The current workflow will see these files automatically upgraded as each ...
To make it easier to select and report the end station of an alignment it would be good to have an "Alignment End point" or "Alignment end element" in plan and profile. Also in cant!
Ability to define the slope of any points within the dynamic section using the measure tools
Having the ability to quickly check both existing and design crossfall/superelevation would increase efficiency within the program as there would be no requirement to run a template and report to evaluate existing cross slopes
Ability to export and import all corridor objects such as point controls to enable rebuilding of corridors
I know parametric constraints can be exported but if a corridor becomes corrupt then being able to rebuild it from scratch easily would be useful. Similar to an input file in MX