Template Switches and Triggers Built Into Corridor Rather Than Templates
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...
As a project progresses templates can be created that are no longer needed. Currently I need to manually make a list of templates that are used in the model, then go back to the template library and remove unused templates. I'd like to see a tool ...
Use Annotation Groups to add Hatching / Pattern elements and Dimension Elements
We have several sheets where we want certain lines that have specific feature definitions to have a dimension on the plans. We also have several shapes that we always want to show hatching or patterns appearing on the plans. Right now we have to m...
Include an ability to have a default Start Stationing for an alignment. It would save time (and improve consistency) for several of our alignments where we'd like the default stationing set at 10+00. I imagine many other users could appreciate thi...
In ORD 2023 there is no provision for manually adding non-modelled cut or fill volumes to a mass diagram or earthwork report. Manual volumes are typically used for borrowing sites, waste sites, non-modelled bridge embankments and merging models su...
Add a Surcharge Volume Option for Meshes & Terrains. This would need to function so as to compare the Surcharge to Design and Existing volumes/terrains. Surcharge embankment will always be above finished or existing grade, so consider this as ...
Allow Surface Template for Corridor Top/Bottom Meshes
It would be extremely powerful if Surface Templates could select and use Corridor Top or Bottom Meshes as their base surface. If these were ruled users could create irregular shaped pavement elements with ease. This is something currently very lab...
Simplfy the Interface - How many "sizes" can there be?
Object Properties - Feature Definition of a pipe is top level, its description is a pick list of diameters (TxDOT), but Utilities Properties has three different locations. This complexity is unnecessary.
Add elevation ranges when measuring volume between terrains.
In Geopak, there was a tool under DTM Tools > Analysis > Volumes, where you could specify elevation ranges to calculate the volumes, while also taking into account the volumes between two TINs. You were able to specify multiple contour inter...