I am a long-time GEOPAK user, and I am looking into the new Corridor Modeler approach of roadway design. I have attended a few Distance Learning classes and I believe I understand the basic workflow, but I have run into several snags. Can anyone address these from a GEOPAK perspective?
I know exactly what I need to do in GEOPAK to complete my designs, but I can see the advantage of using a model-based approach offered by Corridor Modeler.
I have trouble justifying spending a lot of money on training on something that I am not even sure we would ever use for production work.
Thanks for any help,
Josh Mauritz
MS v08.11.05.17
GPK v08.11.05.39
Thank you for yor help, guys. I am now able to utilize special profiles for the right/left ditches.
One more question as I trudge through this. When I Draw Cross-Sections from Surfaces the point names are all pre-pended with the chain name (i.e. EP_L becomes S-EP_L, etc., etc.) This screws up the cross-section labeler since it is looking for EP_L, for example. I know I can re-point to the S-EP_L point names, but this defeats the purpose of setting up label styles. How do I NOT pre-pend the point names so I end up with EP_L, for example?
Thanks,
Josh