Dinosaur
Structural
- Mar 14, 2002
- 538
I am a bridge designer. I was talking with a pavement designer in the office yesterday. He said pavement is designed so the flexure stress is less than 650 psi. This is a much higher stress than we use in the bridge community. Can anyone verify this design limit and or enlighten me why flexure in pavement is permitted to approach this level of stress? Thanks.