Create 3D by slope to terrain needs to have the option for the fill slope to be positive and vise versa for cut slope
When projecting a line to a terrain currently the only option for fill is down and cut is up. This needs to be a user selectable option. There are many cases where the proposed surface is above the existing ground yet the fill projection needs to ...
A tool existed in Geopak that could pick out the low point of a cross section to the left and right of centerline and construct horizontal and vertical alignments from that. This essentially automated the creation of a ditch profile along an entir...
Extension of the "Create Cut Fill Volumes" function with the ability to choose whether calculations will be performed for a selected element (similar to the function "Create Closed Mesh") or for all elements included in the model (just like it's b...
Elevation analysis needs improved within the profile window. Specifically elevation differences. Either at a single station or point, or minimum distances, etc. In the attached screen shot, I would like to know where my minimum distance occurs bet...
Define Station (similar to Internal Station) from defined alignment
It is often that alignment starting from a turnout is using mainline stationing at toe of the turnout. So it would be useful to have a method to define station at first or last point of Alignment-A from Alignment-B, and ruled.Maybe not limited to ...
Add ability to delete multiple template point's constrains at once while editing the Transition Midpoint
While editing the Transition Midpoint, we need to delete both the constraints of multiple template points. currently we can delete the constrains of point one at a time. This can become tedious process when there are lot of points of which both th...
Text Favorite: add Dynamic N,E,S,W preffix for MH labels
Add ability to have dynamic direction- N,E,S,W preffix in the label for MH labels Text Favorites. In Auto CAD the option is called "pipe direction". Following is the example of output required. (S) INV 99.8m (N) INV 99.7M
Our current standard workflow for roadway corridor modeling is to create a pavement corridor then a corridor for each end condition Rt and Lt. I have seen many others including some Bentley folks use this method. It would be big time saver to have...