arellanoma
Civil/Environmental
- May 12, 2008
- 12
Hello,
I'm working on a drainage project at work which involves a temporary fix on an existing box culvert. For some reason, the expansion portion of a box culvert was built approx 20" higher than the flowline elevation. As a result, water ponds due to a "mini-dam". A temporary solution will require us to fill a portion of the existing RCB with concrete. We're matching the FL upstream up to the "mini-dam". I have been asked to provide a detail for this work and I don't know what information to place on the detail. I have a note stating to "roughen the existing concrete and chip as required for bonding". Should I include a dowel for the new concrete? The problem is that on one end, the concrete fill is approx 6" and 0" on the upstream end. I appreciate any advice.
I'm working on a drainage project at work which involves a temporary fix on an existing box culvert. For some reason, the expansion portion of a box culvert was built approx 20" higher than the flowline elevation. As a result, water ponds due to a "mini-dam". A temporary solution will require us to fill a portion of the existing RCB with concrete. We're matching the FL upstream up to the "mini-dam". I have been asked to provide a detail for this work and I don't know what information to place on the detail. I have a note stating to "roughen the existing concrete and chip as required for bonding". Should I include a dowel for the new concrete? The problem is that on one end, the concrete fill is approx 6" and 0" on the upstream end. I appreciate any advice.