Technical Guide

Rebar Corrosion Assessment Using Electromagnetic Sensors

Field methodology and data interpretation for retaining walls

Published on April 10, 2025

Electromagnetic corrosion sensors offer a rapid, non-invasive way to assess rebar condition in concrete retaining walls. This article walks through a field deployment on a 300-meter highway retaining wall, where half-cell potential mapping and linear polarization resistance measurements were combined.

The wall, constructed in the early 2000s, showed visible staining and minor spalling along the lower third of its length. Our team deployed a Gecor 8 corrosion rate meter with a copper-copper sulfate reference electrode. Measurements were taken on a 1.5-meter grid across the entire wall face, totaling 200 survey points.

Results showed active corrosion in the lower third of the wall due to chloride ingress from de-icing salts. Half-cell potentials in that zone ranged from –350 mV to –480 mV vs. CSE, indicating a high probability of active corrosion. Linear polarization resistance measurements confirmed corrosion current densities above 0.5 µA/cm² in the same region.

We discuss sensor calibration, environmental corrections, and how the data informed a cathodic protection design. Temperature and moisture corrections were applied using the on-board thermocouple and a surface moisture sensor. The final report recommended a hybrid galvanic anode system for the lower 1.2 meters of the wall, with a 20-year design life.

The client approved the cathodic protection installation, and follow-up monitoring six months later showed a 70% reduction in corrosion rates. This case demonstrates that electromagnetic corrosion assessment, when combined with proper field protocols, provides actionable data for extending the service life of reinforced concrete retaining walls.

David Krasovic, P.E.

Senior Structural Engineer — Concrete Materials & Forensics

Licensed professional engineer with 18 years in structural diagnostics and materials testing. Leads Advacore’s core drilling and load assessment team for commercial and industrial projects.

Core Drilling Analysis for Commercial Building Load Assessments

From sample extraction to compliance reporting

Core drilling remains the gold standard for verifying in-situ concrete strength. This article covers the complete workflow: sample extraction with diamond-tipped coring bits, laboratory compressive strength testing, and petrographic analysis for aggregate distribution.

We present data from a 12-story commercial building where core tests revealed a 15% strength deficit in upper-floor columns. The analysis led to a revised structural load plan and a targeted carbon-fiber wrapping retrofit. Compliance reporting requirements per ACI 318 are also outlined.

The extraction phase used 100 mm diameter diamond-tipped bits with continuous water cooling to minimize micro-cracking. Each core was logged for depth, orientation, and visible defects before being transported in sealed, padded containers. Laboratory testing followed ASTM C42 procedures, with moisture conditioning and end-grinding prior to compressive loading.

Petrographic examination of thin sections from the upper-floor cores showed uneven aggregate distribution and localized voids — consistent with poor consolidation during original placement. The 15% strength deficit compared to design specifications triggered a full structural reassessment. Our team modeled the reduced capacity and identified six columns requiring retrofit. Carbon-fiber wrapping was selected for its minimal added weight and rapid installation.

The final compliance report included core logs, stress-strain curves, petrographic micrographs, and a signed statement of findings per ACI 318-19 Section 5.6.5. The building owner submitted the report to the local building authority, and the retrofit was completed within the project schedule.

Published under the technical coordination of Advacore — Structural Concrete Integrity Audits

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