Hi.
I'm using the following outside edge shoulder treatment:
Low side - match lane slopes
High side - default slopes with maximum shoulder rollover of 7%
That is the standard my office uses.
The problem is the inner pavement starts to superelevate at the Begin Shoulder Rollover point, instead of the Reverse Crown Point (RC).
I have to manually delete all the BSR and ESR station in the tabular editor.
Is there a more automated way of doing this?