murfdog
New member
Been reading posts for a couple days on here now and finally wanted to get some suggestions. I have a creek to cross to get access to my property. It is normally dry most of the year but fill during the rainy months. The measurements are 15' wide in the base of the creek and about 6' tall banks. There was a bridge that was in place that has long washed out leaving the approaches. The county just replaced a bridge upstream with a large culvert which I believe is an 8' round galvanized pipe with a black rubberized coating. I think they are doing this to save on cost as this is the cheapest solution.
I have found a 6' round culvert of the same material the county has used. The question is would a single large culvert be better than 2 smaller ones say maybe 2 5'footer side by side? Also would pour concrete around the pipe and pack fill in tight after the concrete. Any thoughts from those who may have done something similar?
I have found a 6' round culvert of the same material the county has used. The question is would a single large culvert be better than 2 smaller ones say maybe 2 5'footer side by side? Also would pour concrete around the pipe and pack fill in tight after the concrete. Any thoughts from those who may have done something similar?