In the Deed Writer tool (accessed via Geometry > Reports > Deed Writer), after selecting the reference alignment, the next step prompts the user to identify the Right of Way boundary. Currently, the tool only accepts closed shapes for this b...

Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

It would be very helpful to be able to put in different spacing for the shear stirrups than for the shear connectors between the beam and deck. I know older standard detailing had these all as one bar so the spacing would always be the same. Howev...

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...

In LEAP Bridge Steel, include an option for the analysis reports and diagrams to include total reactions from factored load combinations. The current reports only provide unfactored reactions for individual load cases which leaves the user to manu...

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 ...

It would be very helpful if ORD drainage model calculates the velocity and normal depth in the gutter- especially when we use gutter as a user defined gutter/channel in the medians to analyze median channel.

When using the "Create 3D By Slope To Target Tool " the only way to Trim/Extend the resulting linework is to manipulate the start/stop station which is very cumbersome. It would be much more intuitive if a Trim/Extend arrow head (similar to geomet...

Suggest making California design for abutments on LEAP to follow this Live Load Distribution memo. All abutments in California must be designed using the following Live Load Distribution method or it would not be acceptable per Caltrans standards....

in InRoads ss2 the interface would display the point control and parametric constraints with red or blue of there stationing used to control a point overlapped another entry or extended beyond the limit of the alignment. This was a helpful visual ...