Did some research today on whether to use 40 or 80 on a 600' underground 4" pull.
As it turns out, either can be used, but if the conduit is subject to physical damage - ie, exposed as it comes up outside a building before entrance - then you are to use schedule 80. In this application it does just that - the pipe comes up to building then must run up the side of the structure to penetrate into the ceiling space.
Come to think of it - at that place it needs a steel pole or cage to protect that point - one car backing in and it is game over ...
The deal with 80 is the inner diameter is thinner due to the wall being thicker - .037/4" - so that has to be taken into account for the entire run. For instance, if you want to pull 4 innerducts you may need to settle for 3. (I am picking up a piece of schedule 80 to see what seems to fit comfortably).
Also, I think it makes sense to run schedule 80 if the run goes under a driveway or the like + concrete encasement.
I'd sure like some feedback on this from the real experts here, not a "Google Expert" like me!
