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Corrosion Monitoring System for Existing Reinforced Concrete Structures - UTC

Started: January, 2011 Ended: June, 2013 Project ID #4W3543 Status: Completed

Objective

The objective of this research is to develop a deployable, prototype corrosion sensing system for existing ODOT reinforced concrete structures.

Abstract

For reinforced concrete (RC) structures, reinforcement corrosion induced by chloride contamination is a leading cause of structural damage and premature degradation. Concern is the greatest in coastal and northern states where these structures are exposed to marine environments or deicing salts respectively, such as in the State of Oregon. Currently, ODOT conducts labor-intensive corrosion surveys of its coastal bridges to determine the timing and type of remedial action required for them. There are limited sensor options that can be effectively deployed on older, existing structures to monitor, detect and diagnose corrosion. The goal of this research is to develop a reliable, cost-effective corrosion monitoring system for existing ODOT RC structures. To this end, specific research objectives include: 1) improving and validating a corrosion sensor prototype for use in the concrete corrosion monitoring system; 2) developing algorithms for quality control and interpretation of the sensor data; 3) making viable recommendations to implement the corrosion monitoring system for existing ODOT inventory of reinforced concrete bridges; and 4) delivering a deployable prototype corrosion sensing system for ODOT to continue the field evaluation. The corrosion monitoring system is expected to include an integrated sensor that can be easily embedded into existing RC structures and conduct continuous monitoring, a web-based wireless data communication and acquisition system, and a software program that analyzes the sensor data for quality control and risk assessment purposes. contamination is a leading cause of structural damage and premature degradation. Concern is the greatest in coastal and northern states where these structures are exposed to marine environments or deicing salts respectively, such as in the State of Oregon. Currently, ODOT conducts labor-intensive corrosion surveys of its coastal bridges to determine the timing and type of remedial action required for them. There are limited sensor options that can be effectively deployed on older, existing structures to monitor, detect and diagnose corrosion. The goal of this research is to develop a reliable, cost-effective corrosion monitoring system for existing ODOT RC structures. To this end, specific research objectives include: 1) improving and validating a corrosion sensor prototype for use in the concrete corrosion monitoring system; 2) developing algorithms for quality control and interpretation of the sensor data; 3) making viable recommendations to implement the corrosion monitoring system for existing ODOT inventory of reinforced concrete bridges; and 4) delivering a deployable prototype corrosion sensing system for ODOT to continue the field evaluation. The corrosion monitoring system is expected to include an integrated sensor that can be easily embedded into existing RC structures and conduct continuous monitoring, a web-based wireless data communication and acquisition system, and a software program that analyzes the sensor data for quality control and risk assessment purposes. This research effort is jointly funded by the Oregon Department of Transportation and the University Transportation Center (UTC) program of the USDOT Research and Innovative Technologies Administration. This project represents the UTC portion of the overall effort.

Contacts

Sponsors & Partners

  • Research and Innovation Technology Administration (RITA) Sponsor

Part of: Infrastructure Maintenance and Materials, Winter Maintenance and Effects, UTC

Project Tagged In: chloride-induced corrosion, corrosion monitoring, reinforced concrete bridges

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