The Element Template of the terrain are integrated with the Major /Minor Contour labelling and control by Text style for modification , This labelling is only in the orientation of the up Slope , and can not be rotate to down slope or control as p...

When using Civil Accudraw’s heads up prompts it would be helpful to have the prompt display the reference element (or elements) and highlight it, so the user knows exactly which reference element is being used. Often users are switching betwee...

Many companies/DOT's use ProjectWise Explorer Client which will apply attributes such as sheet number and total sheets to sheet models via tags. The only way to apply this on multiple sheets is to use the "One DGN Per Sheet" option. If a reference...

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"

In GeoPak, the Active Chain Control tool was very useful for selecting a particular chain or alignment and having the location information (station, offset, etc.) be display in a dialogue box. The location information would live track with the loc...

At the moment, only shared cells are supported.

There are several ways a file can be opened though local access, networking, and ProjectWise. There is very minimal documentation available to explain to users the difference between Upgrading and Aligning a file. Not to mention how, when, and why...

An input report should be made available to LARS files similar to the input report generated in LEAP Steel. This allows for a more efficient process for QA/QC of load rating files. This ability was present in LARS v10, but removed in the modernize...

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...

Suggest making California design for abutments on LEAP to follow this Live Load Distribution memo. All abutments in California must be designed using the following Live Load Distribution method or it would not be acceptable per Caltrans standards....