Many times, a stream needs to be drained into a storm sewer system via a headwall. When this occurs, two analysis should be considered: The headwater at the headwall (the mechanics of the water getting into the pipe at the headwall). Generally KYT...

Generation of 2d decorations and solids are insufficient for full coordination with road geometry teams and they regularly need to provide 3d linestring geometry as part of the roadway design for bridge barriers, wingwall edges for earthworks, etc...

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...

In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...

The current beam hog modeling behavior is not as expected. While deck thickening can be applied, the supporting beams remain straight and do not conform to the underside profile of the deck. In reality, the beams should follow the curved shape of ...

LBS V22.00.02.19CS0035224 Service Case 1233802: [CS0035224] The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2 Product Backlog Item 1233801: (VM):LBS:V22:The fatigue stress range calculation doesn’t fo...

I am attempting to model a 3 span concrete slab bridge with thickened haunches over the supports. I am using a typical deck template. My thickness variations are shown in the first attachment. The Bridge has a 10 degree skew angle at the supports....

Make it easier to manage longitudinal spread slope. It's nice to input the slope in the properties per node, but consider making it integrated to the gutters used during bypass flow drawing of gutters.

It would be helpful to manually create a point (say via imputing a station and elevation) that is similar to the profile intersection point tool. For example, I want to be above or below a certain point where I am testing a variety vertical curve ...

When editing points in ITL and applying a feature name override, there should be a pick list of all currently defined name overrides. Right now the only option is to remember what names you have assigned.