We often need to provide volumes of additional excavation for substandard subgrade material to a certain depth. The easiest way to get this is through the Milling and Stripping functionality. You set the bottom of the component thickness and have ...

Based on service now case CS0300323, item types attached to drainage/utility nodes through feature definitions are not visible in MicroStation or i.dgns. However, if the item types are attached manually to nodes they are visible outside the civil ...

It's a little cumbersome to keep going back and forth between models when developing annotation groups. An alternative could be to be able to select the geometry that is shown as the example when in the annotation group manager.

The ability to target multiple Horizontal Feature Constraints for a template point and set priority on those individual Features. Similar to Target Aliasing.

The name of the nodes are defined at placement by the selected Feature Definition. It's common for it to be changed during the design process. For these cases, all altered nodes must be manually renamed. This usually is done through selection or u...

I find the interface for editing template transitions archaic and difficult to understand for new users. Is this something already in the works for development?

We place grade elevation labels on our plans typically at a 30 degree angle from the view. Currently, the civil labeler only allows for rotation to be set to "View Horizontal" or "View Vertical" regarding placement as it relates to the active view...

Within the Survey Field Book of ORD, the right-click context menu offers a “Zoom” option. This should, I presume, fit all the selected survey features into view. It doesn’t work but would be very useful if it did. (Please see the attached image)

Suppose you have a corridor with two different template drops. The first template has a component called "pavement_left" with a feature definition "pvmt_ friction _course". The second template has a component also called "pavement_left" with a fea...

Many time when desining earthworks or roads we`re have to create retaning walls to respect the site boundaries. The soluntion depends on if it`s a cut (anchors, soil naisl, ..) or fill areas (seinforced soil walls, slope reinforcement, mass gravit...