A tool existed in Geopak that could pick out the low point of a cross section to the left and right of centerline and construct horizontal and vertical alignments from that. This essentially automated the creation of a ditch profile along an entir...

Within the Table Editor tool, provide the designer the ability to graphically edit the profile while simultaneously locking any particular VPI or grade in proximity to where they wish to make a change. This was an awesome feature in Vertical Geome...

Currently in ORD 10.11, plan Named Boundaries can be utilized as a reference allowing a user to create drawing and sheet models from another .dgn file. However, this is not possible with profile Named Boundaries. Within the file where the user wis...

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....

Feature Definition Toolbar A proposal for improving/expanding this feature Choosing Feature Definitions is a frequently used feature in OpenRoads Designer. Especially in urban projects, switching between pavement types, curbs, placing signs, s...

While modeling complex projects there has been many instances where I would like templates to not connect features between drops. My current workflow is to create a new corridor at these locations. One example is when a new roadway base course sec...