We would appreciate an enhancement that keeps Civil Labeler open when switching files or models. If we are labeling cross sections, it closes every time we switch to every individual xsec model.

AASHTO Construction Guide Spec and some DOTs do require wind load during construction (Initial Stage in LBS) to be applied to all girders erected like below screenshot. Would it be possible to include feature in LBS to allow force/moment load effe...

Currently there is no easy way to model a trench drain which would be an inlet with dynamic length , we need inlet cells with parametric dimensions for width and length this could work well with trench drains and flumes to adjust to different side...

As a Highway Designer I want the Corridor Objects-Point Control window to include a column in the table that shows which point is being controlled so that I can sort based on that point name to quickly determine which point controls applied to tha...

1)CS0179668 Currently when we do profile view drawings we are creating a section cut with depth zero using the alignment as reference. When we have curved bridge in plan or a even number of girders, the cut doesn't show the girders because they ar...

It would be nice to be able to annotate a range of cross sections models instead of one or all.

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...

Currently the Copy Element tool either fail to copy, copies elements incomplete (with missing Vertical Geometry) or does not reproduce rules as intended. The Geometry Copy Element command should effectively be a cloning tool that copies everything...

The main line consists primarily of CIP variable XS simple box girders. We are struggling with the limitations of the Bridge Wizard and hope to see these pain points addressed in the next update. Pier/Substructure: The Bridge Wizard does not suppo...

I need to place a Pier Diaphragm that does not encompass the beams inside the concrete diaphragm. TDOT requires 18" between the beam ends at the piers. The Diaphragm is placed between the beam ends and then skewed between the beams transversely, ...