JoelTXCive
Civil/Environmental
- Jul 24, 2016
- 933
The master drainage plan for a community has changed.
As a result, I need to close off some RCB culverts between community equalization basins (amenity lakes).
There are total of 7 Culverts that I need to close off, and they vary in size from 6x4 RCBs to 8x8 RCBs.
Since these are equalization basins, I will have the same head on both sides of my closure wall. Below is an example of 1 location...
Question:
What do you think the best/easiest way to close off the boxes?
[ul]
[li]I could do solid concrete blocks?[/li]
[li]~6" CMU?[/li]
[li]Steel Plates?[/li]
[li]Maybe the pre-casters have some ideas?[/li]
[/ul]
Other things to consider:
1) The chamfer at the corners seems like it would cause headaches. We would have to cut brick there and grout a bunch I guess.
2) I can dowel into the boxes, but I doubt I could embed anything more than 4" in.
I have googled this, but not come across any details. Surely, I'm not the first person that has closed off boxes?
Thank you for any ideas in advance.
As a result, I need to close off some RCB culverts between community equalization basins (amenity lakes).
There are total of 7 Culverts that I need to close off, and they vary in size from 6x4 RCBs to 8x8 RCBs.
Since these are equalization basins, I will have the same head on both sides of my closure wall. Below is an example of 1 location...

Question:
What do you think the best/easiest way to close off the boxes?
[ul]
[li]I could do solid concrete blocks?[/li]
[li]~6" CMU?[/li]
[li]Steel Plates?[/li]
[li]Maybe the pre-casters have some ideas?[/li]
[/ul]
Other things to consider:
1) The chamfer at the corners seems like it would cause headaches. We would have to cut brick there and grout a bunch I guess.
2) I can dowel into the boxes, but I doubt I could embed anything more than 4" in.
I have googled this, but not come across any details. Surely, I'm not the first person that has closed off boxes?
Thank you for any ideas in advance.