University Seeks Better Corrosion Protection

At James Cook University in North Queensland, Australia, four PhD students are setting up to research rare earth inhibitors and their useful properties for corrosion protection in steel infr...

FHWA Extends Bridge Inspection Comment Period

Since proposing a 102-page Notice of Proposed Rulemaking (NPRM) regarding updates to the National Bridge Inspection Standards in November, the Federal Highway Administration (FHWA) has annou...

Unmanned Boats Help With MI Bridge Inspections

When It comes time to conduct bridge inspections in the face of challenging scenarios like stormy weather, the Michigan Department of Transportation has adopted the use of unmanned, remote-c...

On Plane Crashes and Corrosion Mitigation Procurement

by Warren Brand

I’m fascinated by failures. Some would say obsessed. While Chicago Corrosion Group’s ...

Learning to Serve

by Warren Brand

When I started my corrosion mitigation consulting firm in 2010, I had one fundamental...

True or false: The ICRI concrete surface profile level with the greatest amplitude measures 0.25 inches.

True or false: One-day results of relative humidity testing of concrete floors with in-situ probes is typically not accurate enough to judge if it is acceptable to apply materials that can tolerate higher moisture content.

ASTM International announced a new test method for detecting corrosion-inducing bacteria. Do you think that industry professionals will be persuaded to new techniques, or continue to practice conventional test methods?

The Lake Shore Bridge, located in Chicago, recently underwent permanent repairs due to corrosion that was likely exacerbated by extreme weather. Do you think this will become more of a problem with infrastructure?

I've seen claims of extreme durability for a new concrete floor coating material exposed to heavy foot traffic. Is there a quick test to determine the validity of these claims?

A specification for a bridge to be built of high-performance weathering steel (HPS GR50/GR70W) requires an SSPC-SP 10, a profile of 3 to 5 mils, and metallizing with a final dft of 10-12 mils. What challenges, time, and costs are associated with obtaining the profile, primarily in the shop but also in the field? Are there any long-term performance issues with metallizing over weathering steel?

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from JPCL, November 2019

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from JPCL, October 2019

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May 14 - May 15, 2019

NACE Corrosion 2019

March 24 - March 29, 2019

Corrosion Protection for Offshore Wind

March 12 - March 14, 2019

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Architectural Coatings: A PaintSquare Video Education Series

The D+D Pro Video Series: An archive of webinars hosted by DurabilityandDesign.com

A collection of archived webinars hosted by DurabilityandDesign.com focused on architectural coatings.

Concrete: A PaintSquare Video Education Series

The D+D Pro Video Series: An archive of webinars hosted by DurabilityandDesign.com

A collection of archived webinars hosted by DurabilityandDesign.com focused on concrete coatings and maintenance.