Currently the camber can be presented at tenth points. It is very common to need to provide camber at field splice locations. Is it possible to add an option to the program to have it present camber at field splice locations?

Currently to design field splices, all of the splices must be analyzed individually with a click of a button and then each field splice has its own report. This can result in having to click lots of buttons and look through dozens of field splice ...

Draw Clear Zone tool in Plan/3D that reads from AASHTOW roadside design tables for offsets and slopes from the model.

We are currently performing a load rating analysis for a project that involves the use of a custom truck along with a custom lane load. While we have successfully added the custom trucks to the library,it appears that the Design Load Rating module...

This issue is a continuation of an earlier case to extract envelope results for FEM body elements. I have managed to include envelope results for FEM body element with the "RECALC/Extended Settings/Store leaving envelop results for finite elements...

In OpenBridge Concrete, we cannot add points of interest as we can in the Steel edition. This limitation may lead to the software reporting incorrect minimum rating results. For instance, stirrup spacing is typically entered manually, starting clo...

RM Bridge -- Incorrect Mass Internal Calculation, and Ultimate Moment Capacity Issue I am currently working on a model for the US17 Talmadge Bridge cable replacement and profile raise maintenance project. Two issues have come up that I would like ...

Currently in the XSection viewer in OpenRoads Designer if you have a corridor or linear template that touches our butts up against another corridor you can't place temporary dimension lines on those components to make measurements if the linear or...

QAQC tool to analyze pavement smoothness/ride quality of models. This would help verify model density is appropriate for paving use, verify design intent. The goal is to simplify the process and have any easy method to analyze pavement from both i...

Under commentary C2.5.2.6.2: "For straight girder system bridge, this is equivalent to saying that the distribution factor for deflection is equal to the number of lanes divided by the number of beams"