I need an easier way to export only 3D elements to IFC from OpenRoads Designer. Exported elements need to include all item type attributes. This can be done today by creating the iModel first. From Bentley Infrastructure Cloud, a Saved View in tha...

What I envision, would be the ability to define Math within a Text Favorite. So, let us say that "[[" would define the start of math in a text favorite. A text favorite could be created in that the value displayed, is math from element properties....

Currently, the View Independent option for Civil Labeler is not available for labels with leaders. Expanding this option to include labels with leaders would be highly beneficial. It would allow labels to be placed in the Default model for the ent...

It would be helpful to use quick temporary dimensions in the dynamic cross section viewer. You could potentially use annotation groups that are set up for the cross-section sheets and quickly toggle them on and off, labeling the important features...

when a single-station edit to a cross section is made, it is disassociated to the baseline alignment. Therefore, if the baseline horizontal or vertical alignment is edited after this, the single station edit does not dynamically update to the new ...

Allow for an OBM bridge to utilize bridge components from a referenced OBM file to create geometry. Example: A project requires parallel design for steel and concrete beams. Allow OBM "File A" to contain the alignment, profile, deck, and steel bea...

In LEAP substructure modules, it would be helpful to be able to add loads to the footing, other than vertical earth. Sometimes there are miscellaneous components of the pier/abutment where the weight needs to be considered, but are not a part of t...

In order to comply with the Kansas State Board of Technical Professions "Minimum Standards", the Kansas Department of Transportation is asking for an enhancement to OpenSite Designer CONNECT Edition software for Right of Way workflows as follows: ...

My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...

Interface Currently, writing expressions in expression builder is only slightly better than writing code in notepad. The interface could be enhanced similar to Visual Studio with colorized classes, methods, and properties, colorized brackets with ...