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HISTORICAL DOCUMENT. The purpose of this NACE International standard test method is to specify test methods and test conditions used to evaluate thermal properties, insulation values, and performance/integrity before and after thermal aging of insulative coatings. Testing for corrosion resistance is not included in this test method.
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This technical report provides information on the design, installation, and maintenance of protective polymer flooring systems that are applied and directly bonded to concrete. This document does not detail protective polymer flooring systems installed and bonded to other substrates. Installation of polymer coating systems to exterior applications and special service conditions, such as parking decks, balconies, and swimming pool decks, requires additional consideration with respect to the concrete composition and environmental conditions. These application areas are not specifically addressed in this report. This report is intended for use by manufacturers, specifiers, applicators, and facility owners who specify protective polymer flooring systems for concrete.
Corrosion control guidelines for structures of steel reinforced portland cement concrete. Corrosion criteria during design. Tests of soil and water pH, resistivity, chlorides, sulfates, sulfides, bacteria, etc. Historical Document 1987
Technical and quality assurance guidelines for handling and installing nickel-base alloy, stainless steel, and titanium linings in air pollution control equipment (e.g., FGD systems, ducts, and stacks). Historical Document 1992
Technical and quality assurance guidelines for handling and installing nickel-base alloy, stainless steel, and titanium linings in air pollution control equipment (e.g., FGD systems, ducts, and stacks). Historical Document
"Monolithic surfacing" means a continuous floor coating with a minimum thickness of 40 mil (1 mm). Surfacing formulation will usually include a filler or aggregate and a resinous binding agent. Historical Document 1976
Corrosion control guidelines that are applicable to existing atmospherically exposed structures made of conventionally reinforced concrete. Historical Document 1990
Selection of coatings for concrete surfaces in nonimmersion and atmospheric services. Chemical properties. Surface preparation. Service conditions. General properties. Testing. Historical Document 1991
Selection of coatings for concrete surfaces in nonimmersion and atmospheric services. Chemical properties. Surface preparation. Service conditions. General properties. Testing. Historical Document 1996
HISTORICAL DOCUMENT. Cracking in wet H2S petroleum refinery environments. Detection, repair, and mitigation of cracking of existing carbon steel refinery equipment.
This standard is intended to be a primary source of information on cracking in wet H2S petroleum refinery environments and provides guidelines on the detection, repair, and mitigation of cracking of existing carbon steel refinery equipment in wet H2S environments.
When distress of a structure is evident, it is important to determine the nature of the degradation to select the best restoration strategy. This standard practice provides testing procedures and investigative techniques for the evaluation of masonry-clad steel frame buildings. The investigation and evaluation techniques described in this standard focus on degradation resulting from corrosion of the steel frame.
This standard provides the investigator, corrosion specialist, engineer, or owner a framework for evaluating the corrosion condition of a steel frame building beyond simple visual inspection and basic sounding techniques. Evaluation techniques that identify general and localized corrosion of masonry-clad steel frame buildings are provided.
This standard is intended for use by corrosion specialists, historic architects, structural engineers, and exterior building envelope consultants involved with evaluating corrosion of steel frame buildings and the subsequent effect on the masonry cladding. It also may be useful to owners of historic buildings whose service life may be affected by steel frame corrosion.