I am working on a new standard. The need for this standard came from the transition from F-shape to single slope as our standard shape. This new standard is a transition from 44” single slope to an existing 44” F-shape. I was hoping you could review this standard and provide your thoughts.
A couple of discussion points that have come up:
Please review and provide comments.
Overall, this detail looks pretty good. We have been recommending a minimum lateral taper of 10:1 for concrete barrier shape changes. Your 4-ft long transition section satisfies this criteria as the two barrier sections are similar in width.
Let me know if you have any further questions.
Some parts of this site work best with JavaScript enabled.