vsiccclubchamp
Civil/Environmental
I have a road design that requires a "bow tie" banking for a portion of my design. The curves are not a reverse curve, there is a portion of tangent required for the runout. InRoads will caluclate the curves independently with consideration to the "bow tie". The problems lies with making the bow tie by deleting out entries on the superelevation table. After modeler runs and the sections cut, the shoulder exceeds the rollover lock of 8.00%. Any idea's why?
