Here is a solution to transition end condition slopes over a station range vs. between template intervals.
The problem: Abrupt transition of end condition slopes between template drops.
Template interval is every 10’. By default the end condition slopes transition between adjoining template drops (351+90 to 352+00)
Desired solution: Linear transition of end condition slopes over a station range.
To accomplish this:
- In Roadway Designer, Select End Condition Exceptions
- Define start/stop station and side for transition
- Click Add
- Select the added entry Click Edit. Review/edit as necessary
Note: you must ‘Edit’ the end condition transition to activate the entry.
- Click OK, a dynamic display allows viewing of begin/end solutions
- Click OK
- Remodel the solution