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?
Hi,
I have the same issue with the low side pavement superelevation. Actually I edited the .xml file to be conform with our offices standard (maximum shoulder rollover = 8.50%) but it seems that the NS to NC (Normal Shoulder to Normal Crown) is not working or I can't figure it out the purpose of it and how to work with it.
Anyway could you figure out something about this problem?
Thanks,
Balázs
Good Catch.
This should be a bug. logged it in.