Performance Comparison of Structural Steel Coating Systems

Performance Comparison of Structural Steel Coating Systems
Author:
Publisher:
Total Pages: 109
Release: 2016
Genre: Protective coatings
ISBN:

Departments of Transportation currently use the conventional three-coat system as the predominant choice for the corrosion protection of steel bridge structures. Eliminating one step in the coating process could potentially save time and the cost associated with lane closures and traffic control costs. Available field performance data for the two-coat system, zinc-rich and a polysiloxane top coat, is somewhat limited. To set the stage for any potential field applications, a comprehensive testing approach is presented and conducted in this report. This experimental work evaluates several two-coat systems, based on the zinc-rich primer and polysiloxane top coat technology. All samples were conditioned and coated in a state-of-the-art, climate-controlled paint booth chamber, simulating common field environmental conditions (ENCON) (ENCON 1: 25 °C/50% RH, ENCON 2: 10 °C/40%RH, and ENCON 3 :32°C/80% RH). Severe accelerated weathering tests were performed on scribed and un-scribed panels. Test results include accelerated corrosion tests, dry film thickness, adhesion, chipping resistance, UV/Condensation, abrasion resistance, fresh and salt water immersion tests, and flexibility of the coating systems. Overall and regardless of the ENCON considered, the performance of the two-coat system is very comparable to the three-coat system. This coating technology offers much improved performance with quicker set time and better adhesion to steel structures. Considering the lower cost and ease of application, this two-coat system can be attractive to other Departments of Transportation and will enhance and extend the service life of the infrastructure assets.

Structural Steel Coatings for Corrosion Mitigation

Structural Steel Coatings for Corrosion Mitigation
Author: John Joseph Myers
Publisher:
Total Pages: 0
Release: 2010
Genre: Iron and steel bridges
ISBN:

"Task 1 of this project was to survey the performance of coating systems for steel bridges in Missouri and to evaluate coating and recoating practices. Task 1 was led under the direction of Dr. Glenn Washer from the University of Missouri located in Columbia, MO. A specific literature review focused on current state-of-the-practice for overcoatings, bridge coating assessment and rating, deterioration rate modeling as well as the risk assessment for overcoating. A new coating evaluation guideline was created to meet the needs of bridge maintenance in Missouri. Finally a field survey was carried out onto the existing bridge coatings across 10 Missouri Department of Transportation (MoDOT) districts and 26 counties. It was found that system S and G perform very well in many of the situations observed. The survey indicated that in many cases system S overcoatings are providing service life extension for the coating system, with some early failures resulting from severe exposure to deck drainage and corrosion. Deck condition, drainage, and joint conditions were found to be the dominate factor in deterioration of the coating system, regardless of the age of the coating. Task 2 of this project investigated the performance of new types of coating technologies on bridge corrosion mitigation and was led under the direction of Dr. John Myers from the Missouri University of Science and Technology located in Rolla, MO. Twelve coating systems including MoDOT system G were evaluated through several laboratory tests to study and predict the field performance and durability of new coating technologies. The new coating systems investigated in this study involved polyurea, polyaspartic polyurea, polysiloxane polymers and fluoropolymer. To date, these coating system technologies have not been used as a steel structural coatings system in the State of Missouri by MoDOT. The laboratory tests consist of freeze-thaw stability, salt fog resistance, QUV weathering and electrochemical tests. The comparison study was carried out to benchmark and understand the pros and cons of these new coating systems. In addition, two coating systems served as overcoating studies for lead-based paint systems representative of older existing bridges in the state of Missouri. These overcoating systems were evaluated using an accelerated lab test method and electrochemical test. The performance of the existing MoDOT calcium sulfonate (CSA) overcoating system (system S) was also studied within the test matrix for comparative purposes. The test results show that moisture cured urethane micaceous iron oxide zinc/polyurea polyaspartic is a promising coating system for recoating of new steel bridges and that aliphatic polyaspartic polyurea can also be applied on existing coatings after the surface is properly prepared"--Technical report documentation page.

Structural Steel Coatings for Corrosion Mitigation

Structural Steel Coatings for Corrosion Mitigation
Author: John Joseph Myers
Publisher:
Total Pages:
Release: 2010
Genre: Iron and steel bridges
ISBN:

"Task 1 of this project was to survey the performance of coating systems for steel bridges in Missouri and to evaluate coating and recoating practices. Task 1 was led under the direction of Dr. Glenn Washer from the University of Missouri located in Columbia, MO. A specific literature review focused on current state-of-the-practice for overcoatings, bridge coating assessment and rating, deterioration rate modeling as well as the risk assessment for overcoating. A new coating evaluation guideline was created to meet the needs of bridge maintenance in Missouri. Finally a field survey was carried out onto the existing bridge coatings across 10 Missouri Department of Transportation (MoDOT) districts and 26 counties. It was found that system S and G perform very well in many of the situations observed. The survey indicated that in many cases system S overcoatings are providing service life extension for the coating system, with some early failures resulting from severe exposure to deck drainage and corrosion. Deck condition, drainage, and joint conditions were found to be the dominate factor in deterioration of the coating system, regardless of the age of the coating. Task 2 of this project investigated the performance of new types of coating technologies on bridge corrosion mitigation and was led under the direction of Dr. John Myers from the Missouri University of Science and Technology located in Rolla, MO. Twelve coating systems including MoDOT system G were evaluated through several laboratory tests to study and predict the field performance and durability of new coating technologies. The new coating systems investigated in this study involved polyurea, polyaspartic polyurea, polysiloxane polymers and fluoropolymer. To date, these coating system technologies have not been used as a steel structural coatings system in the State of Missouri by MoDOT. The laboratory tests consist of freeze-thaw stability, salt fog resistance, QUV weathering and electrochemical tests. The comparison study was carried out to benchmark and understand the pros and cons of these new coating systems. In addition, two coating systems served as overcoating studies for lead-based paint systems representative of older existing bridges in the state of Missouri. These overcoating systems were evaluated using an accelerated lab test method and electrochemical test. The performance of the existing MoDOT calcium sulfonate (CSA) overcoating system (system S) was also studied within the test matrix for comparative purposes. The test results show that moisture cured urethane micaceous iron oxide zinc/polyurea polyaspartic is a promising coating system for recoating of new steel bridges and that aliphatic polyaspartic polyurea can also be applied on existing coatings after the surface is properly prepared"--Technical report documentation page.

Protective Coatings for Highway Structural Steel

Protective Coatings for Highway Structural Steel
Author: John D. Keane
Publisher:
Total Pages: 80
Release: 1969
Genre: Technology & Engineering
ISBN:

A current state-of-the-art survey is presented with regard to painting of highway structural steel. A thorough literature review was conducted and an inspection and evaluation made of more than 4,000 paint exposure tests. Paint film thickness measurement studies were made. Specific recommendations are given for selecting typical paint systems on the basis of six environmental zones, which represent the range of severity of environment in which highway steel structures are located in the United States. Model specifications are suggested for surface preparation, application, material procurement, and paint system.

Focus

Focus
Author:
Publisher:
Total Pages: 208
Release: 2005
Genre: Highway research
ISBN:

Short-Term Evaluation Procedures for Coatings on Structural Steel (Classic Reprint)

Short-Term Evaluation Procedures for Coatings on Structural Steel (Classic Reprint)
Author: Paul G. Campbell
Publisher: Forgotten Books
Total Pages: 52
Release: 2018-09-07
Genre: Technology & Engineering
ISBN: 9781390542295

Excerpt from Short-Term Evaluation Procedures for Coatings on Structural Steel After reviewing the literature and after talking with personnel at many different coating laboratories, it became apparent that the criteria stated in section are not applicable for assessing currently available accelerated aging tests. Current accelerated aging tests were developed using the concept of a comparison test as Opposed to predictability tests (section In comparison tests, specimens from multiple different coating systems are subjected to the same accelerated and outdoor test environments. The coating systems in both the accelerated and outdoor tests are then ranked. A good accelerated aging test is one in which the ranking is similar in both the accelerated and outdoor exposures. For a new coating system, the expected life is measured against control coatings exposed to the same environment. Control coatings are coatings having a known track record. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.

Guide to Technical Documents

Guide to Technical Documents
Author: Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
Publisher:
Total Pages: 374
Release: 1974
Genre: Bibliographical services
ISBN: