Awre
Structural
- Jul 2, 2006
- 74
Does anyone have a standard detail(s) for jersey barriers as a retaining structure?
I realize they come in modular sections about 20 feet long. How they placed in continuity?
Is it better to dowel/ anchor the adjacent units together?
Or is it better to place them with 1/2 inch expansion joint? If yes, how the differential movement/ settlement will be prevented in this case?
Thanks
I realize they come in modular sections about 20 feet long. How they placed in continuity?
Is it better to dowel/ anchor the adjacent units together?
Or is it better to place them with 1/2 inch expansion joint? If yes, how the differential movement/ settlement will be prevented in this case?
Thanks