Allow in/out invert information to be pulled from node structure and not just conduit for the purpose of annotating plan sheets in bulk through annotation groups. Currently, whether using the civil labeler or annotation groups, this information ca...

When exporting a report to an Excel file, the .xlsx is saved as a shared workbook. This functionality can cause OneDrive saving errors, as well as limited capability when using the workbook itself. This request is to turn that setting off in the E...

OpenRail/Roads designs use a large number of referenced DGNs. The current workflow to modify a referenced item requires either opening the file that the referenced item is drawn in or finding and activating the reference that the element is drawn ...

Drainage nodes currently utilize an Elevation Reference and a Baseline Reference. It would be better to split the Baseline Reference into two separate references, 1) "Station Reference", and 2) "Offset Reference". In practice, this would allow a n...

Once a drainage dgn has lost the association with the drainage database, because of the dgn file being freed in ProjectWise, there is no means to restore the content. Create a tool to allow the user to manually resolve the conflicting data and rea...

Sometimes we need to have larger models for large projects to maintain flow continuity.

Currently, the detailed design report in RCPIER only shows shear/torsion calculations for the column. Suggest also including detailed moment, crack control and all other AASHTO checks in the detailed checks so reviewers know which equations were c...

I don't believe we can select the limits of the approach slabs when running the deck elevations report. Many DOTs require slab elevations to be reported on the approach slabs in addition to the bridge decks - adding this functionality would be gre...

useful feature when we have varying girder depth on either side of an inverted tee cap. currently ledge depth has to be same on either side , and the pgl is achieved by using thickened bearing seats

We set our drawings in design setting as a slope Ratio, when producing the longsection they come out as percentage always. but it should come out as a ratio as per our settings. Why is it important, my Client wants it as a ratio