In the Properties of many Survey Settings, there is an ellipsis button that opens a dialog box to edit a group of values. A partial list of these includes VBA Feature Macros, Link Codes, Feature Exclusions, Data Import Items, Substitute Strings. W...

https://www.civildesigner.com/auxiliary-lane-analysis-with-speed-profiling/ Speed Profiling When considering the location of climbing lanes the civil engineer will combine an analysis of the size and length of the grade change with the speed profi...

The current standards cover USA DOT standards. Providing the ability for international clients to add or create their own standards will open a global market.

Would be nice if Bentley could provide a Superelevation XML file for TAC Canadian users. The AASHTO XML seems to work but it is not compatible with the TAC Canadian standard.

I want to show in our corridor models the areas where we are using erosion control measures vs using general seeding. Currently, the only real way to make this distinction is to either create a new template that uses a different feature definition...

Need the ability to hide ".00" decimal for stationing using the trailing zeros setting. For example, station 100+00.00 would label 100+00. This is available for point offset and I've attached a screenshot of the settings needed.

I would like to control the elevation of my centerline point (point in template) to be controlled by a "vector offset method" by selecting to points (corridor feature) in two corridors that running parallel.

Corridor report does not subtract the volume of sleepers we added to the model from the ballast. I propose to add in the next version of ORD the possibility to subtract in the ballast the added sleepers.

When creating profiles using ,,Named Boundary”, I cannot set the lower height limit of the profile. I propose to add in the next part of ORD setting the lower height limit if we want to make one drawing sheet from profile. This would help with the...

When a superstructure is integral to substructure for Leap Concrete, both girders in the superstructure module and columns in the substructure module analysis/ design should incorporate frame action for any design load cases such as breaking force...