Hello All,
Currently, I'm working on producing cross sections for earthwork quantities on a highway project. There are a number of subgrade components on each template. Is it possible to compute end area volumes using these components and an existing surface, or do I need to use a subgrade surface? I've tried creating a subgrade surface that runs along the bottom of these components, but I end up with a big mess. Any suggestions would be greatly appreciated.
InRoads SS2 08.11.07.615
