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HISTORICAL DOCUMENT. Rail industry in-house training and employer qualification of coatings inspectors. Recommended criteria for qualification. Training topics. Reference publications.
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Provides guidance and best practices to users of interim, or temporary, coatings for corrosion protection of metals, including performance criteria, selection, surface preparation and application, evaluation of coatings, and other usage requirements. Quality control criteria are listed to enable the manufacturer and user to select appropriate test procedures to maintain prescribed standards. The standard is intended to assist the new buyer or user as well as the experienced user of interim coatings in the proper selection and evaluation of these coatings.
Operation of holiday detector equipment used on fusion-bonded epoxy (FBE) pipeline coatings following shop application and prior to on-site installation of the coated pipeline.
HISTORICAL DOCUMENT. Guidelines for inspecting, rating & documenting the condition of interior coatings and linings in tank cars. Complying with regulations. Examples, forms and a tank car map. May apply to other containers.
A guide for personnel who prepare specifications, standards, and procedures for protective coatings of concrete surfaces. Based on best current knowledge and experience.
Chloride-induced corrosion of steel reinforcement in concrete structures usually experiences two stages: pitting corrosion initiation and propagation.1-2 Initiation of pitting corrosion occurs as the chloride content on the surface of a steel bar exceeds a critical value (or chloride threshold) and breaks down the passive film locally.3-4 Depending on environmental factors at the steel-concrete interface, such as temperature, moisture, and availability of oxygen, pitting corrosion initiation is not stable in the very beginning and some corrosion pits may continue to develop and become stable, while others cease.
There are several design factors that need to be considered when specifying coatings in water and wastewater concrete structures. Issues include treating surfaces with exposed aggregate, with a low pH, and exposed reinforcing steel. This paper will present three examples of important design considerations based on field experiences that can avert lining performance problems and impacts on a project schedule or budget. Specific examples from a number of projects will be used to illustrate these design considerations.
The goal of this presentation is to highlight the teamwork exhibited by a quality driven facility owner who led an outsourced contract team consisting of pre-qualified contractors, material suppliers, and certified technical service specialists as independent third-party inspectors, to provide external protective coatings to a set of six spherical tanks encompassing approximately 100,000 s.f. each.
Details of a test procedure jointly developed by TNO/Endures, Netherlands to assess the long term performance of insulation systems when a damaged section of the system is subject to a continuous salt-water spray environment.
This glossary was compiled for a diverse audience within the protective coatings industry. This 2011 version includes over 1,500 technical and general industry terms for use by facility owners and their engineering personnel; specification writers; construction contractors and subcontractors; manufacturers of raw materials, finished product for cleaning and coating, and surface preparation and application equipment; and coating industry consultants.
Requirements for "Commercial" - one of five levels of cleanliness of steel surfaces achieved by blast cleaning with the use of abrasives. (White Metal, Near-White Metal, Commercial, Industrial, Brush Off)
Application of zinc and aluminum alloys to steel substrates using thermal spray, referred to as “metalizing” or “thermal spray coatings” (TSCs). Preparation, application, measurement, sealers and topcoats.