Thanks for all the answers. This particular project calls for the continuation of the piping at a later date. So concrete thrust blocks, while a logical solution, would have to be removed for the continuation of the piping and therefore not practical. I beieve a 1" steel place, 15 feet by 8 feet...
a project is calling for 30" ductile iron class 52 pipe with push joints to be installed under a roadway with both ends left open for pressure testing after the roadway is back filled. The drawings call for quick flanges (sometimes referred to as EZ flanges or break flanges) to be installed on...
