Duncan Galvanizing Blog


Posted by Howard Levine on Thu, Jul 19, 2018 @ 09:41 AM


specification image


In order to provide a level of quality in a project's construction documents, there are four different approaches to specifications that an architect or designer can choose from:


A closed proprietary specification that describes a product, process, or manufacturer by name. It is used when the design professional has determined that what is being specified is the best choice for the project and that no substitution is permitted.


A prescriptive specification where products are identified by listing the manufacturer's name, process or product name, and a description of product composition. It sets the "level of quality bar" yet allows others to submit if they meet the specified criteria.


A specification that defines the desired functional outcome. It contains performance criteria required for products, processes, or methods in the contract document. This method does not describe the design characteristics and manufacturing methodology found in the Basis of Design specification.


An open proprietary specification that lists the product, process, or manufacturer(s) followed by the term "or equal". It does not limit to specific supplier or product.

 What is an "equal"?

The Encarta Dictionary defines equal as "identical in size, quantity, value, or standard".

This definition is particularly important to those in the A/E/C community charged with determining what products, processes, or methods are used in construction projects.

 When the "or equal" spec is used, any manufacturer is free to submit their product, process or method in the belief that it is equal to what is specified or hope that the decision maker will be too busy to take the time to research the submittal and it will be accepted. A good example of this is the comparison of a process or product with the "or equal" spec.

 Here are just a few of the issues to be considered when reviewing an "or equal" submittal:

                 • Will the product or process meet ALL the criteria set forth in the specification?
                 • Are environmentally appropriate materials used?
                 • Will it help attain LEED certification?
                 • Does it offer the same warranty as that which was specified?
                 • Will the manufacturer or processor take sole source responsibility if there is a failure?

The bottom line is:



Contact Duncan Galvanizing

Duncan Galvanizing is proud to be the Northeast's premier hot dip galvanizer. Give us a call today at 617-389-8440.


Tags: Duncan Galvanizing, Engineering Topics

HOT TOPICS IN HOT DIP GALVANIZING: Galvanizing Slip Factor, Hydrogen Embrittlement & A-490 Bolts

Posted by Howard Levine on Fri, May 29, 2015 @ 03:42 PM

Galvanizing Bolts

In 1837, Stanislaus Sorel received a patent for galvanizing. Even though the process has been around for over 175 years, it’s not your great, great, great grandfather’s galvanizing!

Of course, many of the same principles still apply…outstanding corrosion protection, metallurgical bonding,100% surface protection of the interior and exterior of steel fabrications, but the galvanizing industry has adapted to the demands of the 21st century by recognizing that there is more to it than stopping rust. This article will highlight some of the technical trends in galvanizing benefitting the engineering community.

There are several issues currently being addressed by the industry with the charge being lead by the American Galvanizers Association.  Of particular note and impact on the engineering community are Slip Factors for Slip Critical Connections and Hydrogen Embrittlement /Galvanizing  A-490 Bolts.

A slip factor study by the American Galvanizers Association is in the final stages of research. The goal of the study is a guideline or specification with instructions on preparing a galvanized surface to achieve a Class B slip coefficient. With a higher slip coefficient, designers will be able to use galvanized steel in applications previously not considered or decrease costs by using less connections. Previous phases of testing indicate that obtaining the required 0.50 slip coefficient through roughening or other treatments is not possible. Therefore, the testing is focused on the use of a zinc-rich paint over the galvanized surface to obtain the Class B slip coefficient. The final phase of testing is slated to occur early this year.

Hydrogen Embrittlement Study

Another study deals with the feasibility of hot-dip galvanizing A490 bolts without a danger of hydrogen embrittlement. Hydrogen embrittlement originates in the cleaning step of the hot-dip galvanizing process. During the process, the heating of the steel causes some of the atomic hydrogen absorbed from the pickling acid to migrate into “trap sites” within the steel matrix. Once in the trap site, the hydrogen atoms can cause a premature failure of the steel fastener when installed in the field. Removing the source of hydrogen atoms (pickling acids) from the galvanizing process essentially eliminates the concern for hydrogen embrittlement failure. To accomplish this, the time the steel spends immersed in the pickling acids must be eliminated as this is the only source of hydrogen atoms in the process.  Mechanical surface preparation (blasting or wheel abrading) of the steel after the degreasing stage will solve the problem. The study tested several bolts galvanized with this modified process for compliance with ASTM and other standards. Results of these tests were typical for hot-dip galvanizing, showed no adverse effect on the coating from the modified process, and met the requirements of ASTM A153. The A490 bolt study has been completed and is being introduced to ASTM for inclusion in the specification. There may be further testing to explore other steel base materials to prove there is no difference in their hydrogen threshold after galvanizing.  More tests will be done in 2015 and the total report will be published and a change will be proposed to the new specification on high strength bolts. It should be noted that these practices have been utilized in Europe for many years and the use of hot-dip galvanized A490 bolts is an accepted practice in design and construction.

Why is this Important?

Educating the next generation of architects and engineers is a priority. Many have little or no knowledge of the galvanizing process. Their college curriculum skims over (or ignores) the need for corrosion protection. Visits to college campuses and A/E/C offices across the United States and Canada are being held to educate future architects and engineers about hot-dip galvanized steel. Through these presentations, students and “emerging professionals” will learn about the galvanizing process, design, sustainability, performance, specification, cost, and inspection.

Contact Duncan Galvanizing

If you or your office would be interested in a presentation, click here. For more info, give us a call at 617-389-8440.

Tags: Hot Dip Galvanizing, Engineering Topics