• Earthwork Quantities Custom Option

    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.
  • Excavation cut and fill quantities using templates

    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…
  • Assigning volume or substrata feature definition for closed meshes generated from Leapfrog, imported in dgn format, on OpenRoads.

    Can I assign 'volume' or substrata feature definition for closed meshes generated from Leapfrog, imported in dgn format, on OpenRoads? Imported meshes have volume greyed out in properties. I need to run cut and fill volume report for substrata based on…
  • Drainage (HeadWall) Excavation Quantities

    Hello, Is there easy way to compute the excavation volume of a D&U headwall? In NH the excavation is computed 1' outside the foot print of the headwall and 1' below up to the existing ground. The Process I am using is to trace the 3D head wall in…
  • verification of ORD earthwork

    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…
  • Earthwork Quantities - Fill and Unsuitables

    I am removing 4" of topsoil was able to get it to show up in my cross section using the Unsuitable section in the End Area Volume Tool. However, when the fill is being calculated in this tool, it is not covering all of the area that is the unsuitable…
  • ORD Earthwork

    Does anyone know a way to check the volumes that the meshes are giving? Specifically, I'm looking to verify the area at a specific station. Is there no way to measure at each section to corroborate the EAV report? Also, it seems as though some sections…
  • Run GeoPAK Earthwork Manually

    Is there a way to run the earthwork application manually so that it reads and calculates shapes already created? This would be very beneficial for the complicated earthwork scenarios I have on my project: It doesn't know what to do in some areas and I…