Abstract
An Alaskan utility has experienced many premature failures of DIP as a result of external corrosion. These failures have occurred on both bare DIP, and DIP installed with polyethylene encasement installed in accordance with AWWA C1151.
The depth of bury of water mains in the Anchorage bowl is a 10 foot (3 meter) minimum cover for freeze protection. The high costs associated with deep excavation repairs and early replacement of this pipe has had a large impact on the ratepayers. Because of the high cost associated with deep excavations, the pipe materials with delivery only contribute to approximately 10% of construction and repair costs. In an effort to extend the life of new water main installations, the utility made the decision to install external tightly bonded coatings on new DIP water main installations or to use nonmetallic piping in corrosive soils.
This paper will review some of the case studies of the different types of coating systems that have been used on DIP and will present a summary of the findings that have been learned from these coating applications.