Coating systems for infra structural works

“Rijkswaterstaat” is a government organisation responsible for the construction, operation and maintenance of a large number of structures. The organisation consist of a general engineering division and a number of regional offices responsible for the Rijkswaterstaat objects in their particular region. Rijkswaterstaat spends between 40 to 50 K€ per year on coating and coating related activities. When the steel structures of the Eastern Scheldt barrier (± 200,000 m² of steel) were coated in the mid eighties the applied high solid epoxy system developed extensive cracking. This resulted in numerous locations with pit corrosion. Investigations were carried out and it was concluded that the cracking of this specific high-solids epoxy system was caused by restrained shrinkage. This resulted in the build up of high internal mechanical stresses in the coating system. Problems with stress build up were also encountered on other projects, although less severe and mainly concentrated at edges and welded joints. To prevent future problems, RWS has taken a number of initiatives such as the developed a procedure for the selection of coating systems. This selection procedure has proven to be useful for RWS in selecting coating systems for use on infra structural works. The basic principle of the selection procedure of the RWS selection procedure is different from most other procedures. The RWS selection procedure uses the object to be coated as a starting point instead of the coating system. This is done by first evaluating all relevant aspects of the object which may influence the selection of a system. These aspects are then translated into so called “Functional requirements”. Coating systems with properties that are in compliance with the performance requirements are gathered and through comparison of requirements and properties a selection is made. The objects that, until now, have been coated with systems selected with the selection procedure have performed adequately. Systems that have been selected with the procedure to replace or repair those that have developed cracking have until now not shown any new problems. At the present time more and more alternative tests and test procedures become available, most of them derived from ISO 12944. These will be studied closely and compared with the currently used methods on the level of functional requirements. RWS is already actively involved in the search for alternative test methods and will remain to do so in the future. In view of this the Rijkswaterstaat selection procedure will remain in function.