LOGAN
CORRECTIONAL

Slide titled 'Problem: Corrosion and Loss of Strength in Concrete' with an orange border on the top and right sides.

PROBLEM:

Logan Correctional Facility has contacted Coordinated Systems Consulting Inc. for the remediation of Housing Unit 9, significantly deteriorated due to its age. Exposed, corroded rebar and widespread concrete issues, including cracks, poor consolidation, and delamination, signal severe structural compromise. The damage, fueled by moisture and chloride ion penetration, undermines the facility's safety and requires a focused plan on reinforcement, concrete repair, and protection against further environmental degradation.

  • Concrete:

    • Sikaquick Polymer-Based Concrete

  • FRP Reinforcement:

    • Tyfo SCH41

    • Tyfo SCH41-2x

    • Tyfo SC Component A

    • Tyfo SC Component B

    • Cab-O-Sil

  • Corrosion Inhibition Treatment:

    • Surtreat TPSII

    • Surtreat TPSXI

Sign displaying 'STRUCTURE: Logan Correctional Facility - Housing Unit 9' with orange borders.

MATERIALS:

SOLUTION:

The project addressed severe deterioration caused by aging, including exposed corroded rebar and concrete defects. The solution involved neutralizing corrosion, repairing concrete, and applying specialized treatments and reinforcements. Key components included Surtreat's corrosion inhibition treatments, concrete repair, and FRP reinforcement from Fyfe FRP. Coordinated Systems Consulting's dual certification in Surtreat and Fyfe FRP applications facilitated efficient project management. Overall, the project demonstrates a commitment to delivering effective, cost-efficient solutions for critical infrastructure challenges, ensuring safety and extending the lifespan of essential facilities.

Construction site with exposed wooden ceiling beams, wiring, and debris on the dusty floor, partially lit with construction lights

PICTURED: Area prior to Surtreat Treatment

Construction site with exposed ceiling beams, electrical wiring, and buckets on the floor, indicating ongoing building work.

PICTURED: Installation of FRP Wrap

TESTING:

Pull-off testing was performed in accordance with ASTM 7522, the measurements of this test provides a direct indication of the strength of adhesion between the coating and substrate.

For FRP strengthening typically requires a minimum pull off test of 200 PSI. With the use of Surtreat we were able to significantly increase the pull off strength of concrete due to the concrete densifying properties of Surtreat, thus increasing the quality of the repair and the structural integrity of the facility.

Three photos of a tennis scoring device, a hand holding a tennis ball near a wall, and a close-up of the device displaying a score of 536 points.

PICTURED: Pull test performed prior to installation of Surtreat with a result of 356 PSI and after 536 PSI after the installation of Surtreat, Surtreat significantly increased the concretes’ adhesion strength.

RELATED CASE STUDIES AND ARTICLES:

Close-up of exposed rusted pipes and damaged concrete in a building ceiling or wall.

41ST AVE

Two structural beams needed additional reinforcement.

Person kneeling on concrete ground using a laser distance meter connected to a device with cables for measurement.

SURTREAT

SURTREAT® provides a collection of concrete solutions for engineers, owners, and general contractors.

Close-up of a light blue wall with a pattern of large, off-white hexagonal nuts or bolts.

ALL ABOUT VCI COATINGS

VCI coatings are a great way to prevent initial and further corrosion of your metal surfaces and metal infrastructure.

CONCLUSION:

After completing the CFRP installation, pull testing was performed on areas to demonstrate an increase in PSI. All areas passed this pull test and the results can be viewed in the images above. A total of 25,000 square feet of concrete was treated with Surtreat and over 42,000 square feet of FRP was installed.

Construction site with stacked black bricks, a concrete wall, and construction debris.

PICTURED: Completed area

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