Vector Corrosion Services

vector corrosion services - Projects

Vector Corrosion Services (VCS) has successfully provided solutions for asset managers facing corrosion and concrete durability concerns. Here are projects that we have completed that include investigation, corrosion engineering, and cathodic protection design services for infrastructure and building assets.

Service Life Study for Municipal Pier

Project History

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Project Name: City of St. Petersburg Municipal Pier

Structure: Inverted Pyramid

Location: St. Petersburg, FL

Client: Kissinger Campo & Associates Corp.

Technologies: Corrosion Potential Survey, Condition Assessment

Project Issues: Feasibility study for 75 year life extension

Project Date: June, 2014

Project Description:

Vector Corrosion Services (VCS) performed a 75 year life extension feasibility study of the inverted pyramid structure located on the St. Petersburg Municipal Pier in St. Petersburg, Florida.  The feasibility study included an on-site investigation into the condition of the concrete encased steel structure to assess options to extend the structure’s service life.

Project Issue:

The pyramid, which was constructed in 1973, is located at the end of a pier which was constructed in 1926.  The pyramid structure is comprised of a concrete encased steel frame and is supported by five caissons.  Each caisson has 20 H-piles that are encased in concrete with 20 inches of cover.  VCS was asked to identify the current condition of the structure and identify if the structure could be rehabilitated to extend its service life for 75 years.

Project Solution:

VCS conducted a literature review of previous inspection reports; conducted a complete visual inspection of the interior and exterior in cooperation with the structural engineers from Kissinger and Campo; opened and repaired selected concrete excavations to visually inspect the structural steel; and conducted material testing.  Concrete powder samples and carbonation measurements were collected throughout the structure to identify contamination levels of the concrete adjacent to the steel.  Corrosion potential measurements were also collected in various areas of the structure to identify areas of corrosion activity in the structural members.

The feasibility study concluded that the structure was in good condition, with minor concrete and corrosion deterioration that could be mitigated, and that a 75 year life extension could be accomplished.  The life extension strategy would incorporate various corrosion mitigation solutions suitable for the different structural components of the structure.

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