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Bedeviled bridges : An answer to a national scandal / Mike O'Donoghue in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL), Vol. 34, N° 5 (05/2017)
[article]
Titre : Bedeviled bridges : An answer to a national scandal Type de document : texte imprimé Auteurs : Mike O'Donoghue, Auteur ; Vijay Datta, Auteur ; Glenn Hollins, Auteur Année de publication : 2017 Article en page(s) : p. 22-36 Note générale : Bibliogr. Langues : Américain (ame) Catégories : Anticorrosifs
Anticorrosion
Expertises
Ponts -- entretien et réparations
Ponts métalliques -- Revêtements protecteurs
Revêtements (produits chimiques):Peinture (produits chimiques)
Sulfonate de calciumIndex. décimale : 667.9 Revêtements et enduits Résumé : In some quarters of society there is a public outcry regarding the significant corrosion, coating deterioration and safety concerns associated with North American bridges. Against this backdrop, this article will describe the application of an innovative coating system for the rehabilitation and lead abatement of a major truss bridge superstructure in Alberta, Canada more than 20 years ago.
At that time, this one-coat, high-ratio calcium sulfonate alkyd (HRCSA) coating system was deemed best-in-test for the superstructure and crevice-corroded joints of the High Level Bridge in Edmonton. The high-performance coating was subsequently applied under the direction and inspection of co-author Glenn Hollins in 1995, as he was the owner’s representative during the evaluation and construction phases.
This article outlines the findings of the current inspection of the coating system on the bridge and also explains the specific chemistry of HRCSA technology that indicated years ago that it should have been, and indeed has since proven to be, the “answer” for many bridge rehabilitation coating projects and the "answer" today for what some describe today as a national scandal.Note de contenu : - High-ration calcium sulfonate coatings
- The chemistry of HRCSA coatings
- The high level bridge
- The HRCSA coating application in 1995 on the high level bridge
- The HRCSA coating condition up to 2015 on the high level bridge
- Mission accomplished
- FIGURES : 1 and 2. After project completion and the superstructure between river piers in 2017. - 3. HRCSA full coat application - 4 and 5. Containment structure and resident birds in 1995 - 6. Areas after SSPC-SP-6/NACE ° 3. Commercial blast cleaning and penetrant sealin - 7. HRCSA full coat application - 8. Stripe coating with HRCSA finish coat
- TABLES : 1. Factors in HRCSA coatings that influence their performance on bridges - 2. High level bridge rehabilitation project (1995) by the numbersEn ligne : http://www.paintsquare.com/archive/index.cfm?fuseaction=view&articleid=6065 Format de la ressource électronique : Web Permalink : https://e-campus.itech.fr/pmb/opac_css/index.php?lvl=notice_display&id=29082
in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL) > Vol. 34, N° 5 (05/2017) . - p. 22-36[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 19010 - Périodique Bibliothèque principale Documentaires Disponible Bridge coating performance / Shameem A. Khan in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL), Vol. 31, N° 5 (05/2014)
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Titre : Bridge coating performance : Two-coat vs. three-coat systems Type de document : texte imprimé Auteurs : Shameem A. Khan, Auteur Année de publication : 2014 Article en page(s) : p. 31-40 Langues : Américain (ame) Catégories : Adhésion
Chlorures
Epaisseur -- Mesure
Evaluation visuelle
pH -- Mesure
Ponts métalliques -- Revêtements protecteurs
Qualité -- Contrôle
Revêtements -- Décapage:Peinture -- DécapageIndex. décimale : 667.9 Revêtements et enduits Résumé : In 2006, the Federal Highway Administration, through the Innovative Bridge Research and Construction Program (IBRC), initiated an examination of the performance and cost savings of several coating systems in an effort to provide information about innovative materials and technologies to state, county, and local bridge owners. Note de contenu : - BRIDGE SELECTION
- COATING SYSTEMS
- ABRASIVE BLAST CLEANING
- TESTING AND RESULTS : Chloride testing - pH testing - Surface profile - Adhesion testing - Dry film thickness testing
- VISUAL INSPECTIONPermalink : https://e-campus.itech.fr/pmb/opac_css/index.php?lvl=notice_display&id=21642
in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL) > Vol. 31, N° 5 (05/2014) . - p. 31-40[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 16322 - Périodique Bibliothèque principale Documentaires Disponible Considerations for reconstruction of a bridge exhibiting staining / Cynthia O'Malley in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL), Vol. 35, N° 4 (04/2018)
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Titre : Considerations for reconstruction of a bridge exhibiting staining Type de document : texte imprimé Auteurs : Cynthia O'Malley, Auteur Année de publication : 2018 Article en page(s) : p. 13-17 Langues : Américain (ame) Catégories : Acier L'acier est un alliage métallique utilisé dans les domaines de la construction métallique et de la construction mécanique.
L'acier est constitué d'au moins deux éléments, le fer, très majoritaire, et le carbone, dans des proportions comprises entre 0,02 % et 2 % en masse1.
C'est essentiellement la teneur en carbone qui confère à l'alliage les propriétés du métal qu'on appelle "acier". Il existe d’autres métaux à base de fer qui ne sont pas des aciers comme les fontes et les ferronickels par exemple.
Anticorrosifs
Anticorrosion
Copolymère silicone acrylique
Epoxydes
Expertises
Métaux -- Revêtements protecteurs
Ponts -- entretien et réparations
Ponts métalliques -- Revêtements protecteurs
Revêtements -- Défauts:Peinture -- Défauts
Revêtements multicouchesIndex. décimale : 667.9 Revêtements et enduits Résumé : When a large-scale bridge is in need of significant reconstruction, many factors should be considered prior to initiation of the project.
Part of this particular reconstruction involved repainting of the structural steel on a 40-foot-wide lift bridge that had a total length (including approaches) of 2,877 feet, with a main span of 418 feet. The coating system selected consisted of four coats: a zinc primer coat, a tie-coat, one coat of epoxy and an acrylic polysiloxane topcoat with high gloss.
The coating system was applied during the winter, spring and summer of 2008. Sometime after the topcoat was applied to the bridge, staining was noticed in numerous areas. These stains appeared as spots and streaks and were observed on various locations of the bridge, but the most concentrated areas were on the north side. The owner, through a recommendation of the prime engineer, contracted an independent, third-party consultant to investigate the staining problem and determine the cause in order to prepare for further rehabilitation.Note de contenu : - Field investigation-
- Laboratory analysis and discussion
- Fig. 1 : Close-up of stain around particle embedded in the topcoat
- Fig. 2 : Streaks of staining on one of the bridge lift towers
- Fig. 3 : Staining on north box chord
- Fig. 4 : Severe staining on north fascia
- Fig. 5 : Close-up of stain streak in sample area
- Fig. 6 : Close-up of stain underneath rivetEn ligne : https://www.paintsquare.com/archive/?fuseaction=view&articleid=6288 Format de la ressource électronique : Web Permalink : https://e-campus.itech.fr/pmb/opac_css/index.php?lvl=notice_display&id=30684
in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL) > Vol. 35, N° 4 (04/2018) . - p. 13-17[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 19882 - Périodique Bibliothèque principale Documentaires Disponible
[article]
Titre : Corrosion and protection of bridges (Part 2) Type de document : texte imprimé Auteurs : P. K. Kamani, Auteur Année de publication : 2015 Article en page(s) : p. 117-123 Note générale : Bibliogr. Langues : Anglais (eng) Catégories : Acier L'acier est un alliage métallique utilisé dans les domaines de la construction métallique et de la construction mécanique.
L'acier est constitué d'au moins deux éléments, le fer, très majoritaire, et le carbone, dans des proportions comprises entre 0,02 % et 2 % en masse1.
C'est essentiellement la teneur en carbone qui confère à l'alliage les propriétés du métal qu'on appelle "acier". Il existe d’autres métaux à base de fer qui ne sont pas des aciers comme les fontes et les ferronickels par exemple.
Anticorrosifs
Anticorrosion
Haut extrait sec
Métallisation
Métaux -- Revêtements protecteurs
Ponts métalliques -- Revêtements protecteurs
Revêtements:Peinture
Surfaces -- Nettoyage
Traîtements de surfaceIndex. décimale : 667.9 Revêtements et enduits Résumé : Painting on bridges has multifarious role : decoration, protection and functional. There have been lots of development in every sphere of painting system : surface preparation, primer to top coat, pain application equipments, etc. Environment, painting cost and performance of die coatings are the basic reasons behind the development of newer technology. New paint systems have been developed to meet low VOC requirement and facilitate painting comprise fewer layers compared to old paint systems having several layer of paints with high VOC. Present paint systems for bridges enable vert' long repair intervals. Painting conditions in workshops have improved considerably in the fast few years, and the risk of moisture condensing on the surface of steel before painting has been eliminated completely. Note de contenu : - SURFACE PREPARATION
- INITIAL CONDITION OF SURFACE : Flame cleaning - Chemical cleaning or chemical treatment
- ALKALY CLEANING
- SOLVENT CLEANING
- REMOVAL OF SOLUBLE IRON CORROSION PRODUCTS
- WET ABRASIVE BLAST CLEANING
- ULTRA-HIGH PRESSURE WATER JETTING
- METALLIZING
- OVERCOATING
- PAINT APPLICATION
- THE INFLUENCE OF DESIGN ON CORROSION : Newer technology - Moder high-solids coatingsEn ligne : https://drive.google.com/file/d/1O6KLbv4EQwmAErJWrECRspcfM6A2Vyfs/view?usp=drive [...] Format de la ressource électronique : Permalink : https://e-campus.itech.fr/pmb/opac_css/index.php?lvl=notice_display&id=24153
in PAINTINDIA > Vol. LXV, N° 3 (03/2015) . - p. 117-123[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 17240 - Périodique Bibliothèque principale Documentaires Disponible DOTs on maintaining corroded connections : cleaning, caulking & cost / Tom Inglis in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL), Vol. 36, N° 1 (01/2019)
[article]
Titre : DOTs on maintaining corroded connections : cleaning, caulking & cost Type de document : texte imprimé Auteurs : Tom Inglis, Auteur ; Nick Volk, Auteur ; Dan Brydl, Auteur ; Kenneth A. Trimber, Auteur Année de publication : 2019 Article en page(s) : p. 32-44 Langues : Américain (ame) Catégories : Métaux -- Décapage
Ponts -- entretien et réparations
Ponts métalliques -- Revêtements protecteurs
Revêtements -- Décapage:Peinture -- Décapage
Revêtements -- Finition:Peinture -- FinitionIndex. décimale : 667.9 Revêtements et enduits Résumé : Ilinois Departement of Transportation (IDOT) District 4 is headquartered in Peoria and is responsible for 700 bridges across 12 counties. The Shade-Lohmann Bridge was scheduled for repainting during 2017 and 2018.
Constructed in 1975, the Shade-Lohmann Bridge is a 3,473.5-foot-long, fracture-critical, 16-span twin girder with an 1,140-foot cantilever truss. Because of the intricate design of the bridge, District 4 decided that connections should be caulked to provide additional protection because many were exhibiting substantial corrosion. District engineers had heard of both successes and failures when caulking was used and decided it was important to better understand the use of caulking and to develop plan notes or special provisions to clearly delineate expectations. Before developing plan notes, District 4 wanted to identify which surfaces should be caulked, the extent of surface preparation that should be required, and at what point in the application sequence the caulking should be installed. Tom Inglis and Nick Volk of District 4 reached out to other states for copies of their specifications and subsequently, Dan Brydl of FHWA-Illinois Division reached out to his counterparts for additional information. Ken Trimber of KTA-Tator, Inc., a coatings consulting firm under contract with IDOT, was engaged to assist with the final review.
This article outlines the specification language provided by the states that were contacted, summarizes the various approaches that are taken and presents the process followed by IDOT for the Shade-Lohmann Bridge.Note de contenu : - Surveys of departments of transportation
- IDOT approach to caulking for the Shade-Lohmann Bridge
- Specification language from various departments of transportation
- Fig. 1 : Shade-Lohmann Bridge
- Fig. 2 : Prior to blast-cleaning
- Fig. 3 : Typical removal of pack rust by blast cleaning
- Fig. 4 : Typical removal of pack rust by blast-cleaning
- Fig. 5 : All coats, caulking and stripe coat of finish applied
- Fig. 6 : Finish coat applied prior to caulking
- Fig. 7 : Caulking being smoothed. Stripe coat of finish to be applied after caulking dries
- Table 1 : Summary of surfaces being caulked
- Table 2 : Point in application sequence when caulking is applied
- Table 3 : Measurement and payment for caulkingPermalink : https://e-campus.itech.fr/pmb/opac_css/index.php?lvl=notice_display&id=31923
in JOURNAL OF PROTECTIVE COATINGS & LININGS (JPCL) > Vol. 36, N° 1 (01/2019) . - p. 32-44[article]Réservation
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