A traverse adjustment tool would be useful when needing to balance the error of closure using the option of methods (the compass rule, the transit rule, and the crandall method)

When we import survey points into Survey and create a field book, we get the name and code for the point. However, if we want to use the survey points directly from the Field Book in Survey to use as regression points, we don't get the name and co...

In legacy software, we had the option to either project crossfall from one element to another relative/normal to the reference element or relative/normal to the target element. We do not seem to have this functionality in ORD currently (although t...

Similar to the ability we have to redefine geometry and reassign corridors (like Complex Redefine or Corridor Reattach), a Superelevation Reassign tool would be very useful. For example, if we are evaluating 2 different alignments/profiles and wou...

Add temp dimensions for offsets and elevations to the Dynamic Cross Sections

I want to have the ability to annotate the Start/End of the Vertical Alignment (There is the ability to annotate the Start/End of a Line and the Start/Endof the Horizontal Alignment). There are many ways to annotate the start and end stations, how...

If you have developed a complex ConceptStation model (including intersections, bridges, culverts, roundabouts, template transitions, street furniture, pavement markings, etc.), there is currently no capability to fully transfer the entire model be...

The create region tool doesn't recognize visible edges from the 3d model to create closed shapes by flood. There are many instances were it is needed to calculate areas in cross sections.

It is cumbersome to have to scroll through several pages of information to design and review drainage elements. KYTC would like to see tabs used, similar to those used in InRoads S & S. Each element (storm sewers, strom sewer inlets, drainage ...

Wasn't sure whether to post this to technical support as a bug or here. This is a tiny concern in the greater scheme of things but a frustration nonetheless. Suppose you use civil analysis tool to track a horizontal alignment with an active vertic...