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Has anyone found guidance on how to use the custom function when creating the prismodial volumes for cut/volumes? It is my understanding this feature could be used for items such as LSM but I cant seem to figure out the best way to use this feature.

I am trying to get excavation cut and fill quantities for a project. There will be a section of the terrain that will be cut and then there will be a fill placed on top of that. I'm trying to figure out what tools to use to achieve this. Would I create…

Hi, I am exporting component quantity reports, every time component order changing as shown in below picture. It is getting difficult to do manual mass haul calculations at 10m interval for about 55km. Do we have any option to keep the same component…

I have a project where Create Cut Fill Volumes is not working correctly. It seems to be using a different existing ground terrain than what is set as active. The corridor correctly ties down to this terrain. The first image shows the left side of a particular…

Hello- I see that I can change the fill factor for Class 10 cut or fill as shown here. Does anyone know if I can apply a fill factor to topsoil spread, which is a volume option of 'design'? I don't see where I can toggle it on either. …

Does anyone know of a way to verify the numbers we're getting for earthwork? Either by EAV or prismoidal? I have lobbed the question out here before, but the only way I know to check is to check the drawing cross section model and use the 'flood' option…

Hi, While exporting Cross sections to dwg format, EAV Table values are showing 0 in dwg file. Please suggest any solution for this error. Thanks in advance, Mintu Mondal

Hi, I'm having trouble getting an output with end area volumes report. I'm comparing two terrain surfaces rather than a corridor but can't see that would be a problem, the cut/fill mesh looks fine. I'm working in the following sequence and can see that…

Title: SIG Workshop – OpenRoads for the UK: Complex Earthworks Host/Presenter: Simon Pegg, Senior User Success Advocate, Bentley Systems, Inc. and Marc Blancher, Senior User Success Advocate, Bentley Systems, Inc. Date/time: February 25, 2021 at 12:00…

Using the Create Cut Fill Volumes tool, I've successfully figured out how to incorporate not only cut and fill, but existing topsoil stripping, existing pavement removal, rock excavation, and proposed topsoil - all in one shot. It's quite convenient.…

does anyone have suggestions for best workflow to create an existing pavement terrain? I want to reference it to my earthwork files in order to calculate unsuitable. I tried extracting the same 3D graphics that I thought were used to create the overall…

We are facing New issues with ORD using ProjectWise, losing point controls if we check in and reopen the same file. i am controling my points from refrence files

Hi, In Open RoadsDesigner, how to separately calculate the earthworks volume? The model has 3 terrains (existing top surface, strong weathering rock layer, and medium weathering rock layer). See the following screenshots: But, in the Component…