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in this session well look at how we can calculate average end area cut fill volumes on my screen Ive got a drawing that represents a proposed roadway project lets take a quick tour right here Ive got an existing ground surface called eg here we can see the roadway centerline this is called route 72 prop the centerline was used to define a roadway corridor called route 72 if I select that corridor and come up and choose corridor surfaces you can see that Ive defined a datum surface for that corridor let me close this Ill press escape to deselect lets zoom out well pan over as you can see I have generated some cross-sections for this roadway design right here we can see the corridor itself this yellow line represents my datum surface notice how it wraps around underneath the corridor model the goal in this session is to calculate the cut fill volumes between the datum surface and the existing ground surface to do that Im going to pan back over to the roadway model and Ill
