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
And make sure you are dropping templates at the cross section stations. If you drop a template every 50' but cut sections at 25' or 10' then the tie in point will not be at the ground except by chance.
Charles (Chuck) Rheault CADD Manager
MDOT State Highway Administration