LEAP Steel does not perform any design checks for bearing stiffeners or intermediate transverse stiffeners to evaluate adequacy. This feature needs to be implemented so that the program complies with AASHTO article 6.10.11.

Add a variant to the deck breakback that allows you to adjust the angle from the break point or add a deck variant that lets you set a distance from face of backwall which would automatically set your breakbacks without the need to give a distance...

It would be nice to extract Land Use Data from a reference file rather than requiring the Land Use Areas always be drawn in the main drainage design file. This would both cut down on clutter in the design file and also allow larger areas to be del...

This label should function similar to the analyze point and analyze between points that are already available but we need to be able to control the display of the output for sheeting.

When I create a parametric cell library for use in OpenBridge, the library isn't recognized as an option in the Place Bearings tool when working within TXDOT workspace projects. Even though the cells are correctly defined and referenced, they don’...

When using the SignCAD to DGN utility, the sign panel outline is obscured when the signs contain a single white border with no indentation and the fill setting enabled. To work around this, our sign designers must add an outline/no-fill shape to t...

It is cumbersome to have to scroll through several pages of information to design and review drainage elements. KYTC would like to see tabs used, similar to those used in InRoads S & S. Each element (storm sewers, strom sewer inlets, drainage ...

Add temp dimensions for offsets and elevations to the Dynamic Cross Sections

One of the challenges with civil cells is that they make sense to the creator but not the downstream users. One of the reasons for this is because once placed, any of the civil rules can be edited, which can often break the civil cell. There shoul...

The program does not provide enough information to correctly design a very typical cross frame gusset connection. I have found that I can see the forces at the ends of the individual cross frame members which allows me to design the bolted connect...