Durability Assurance of Production-Scale High-Performance Concrete using Surface Resistivity
Brief Paper

Supplementary Files

DATASET

Keywords

Performance-based specifications
field quality assurance
durability
service life

How to Cite

Arunachalam, P. ., Thalaimalaisamy, S., & Dyana Joseline. (2026). Durability Assurance of Production-Scale High-Performance Concrete using Surface Resistivity. Research Data & Reports, 1(01). https://doi.org/10.70002/iitm.rdr.1.1.47

Abstract

As India advances towards performance-based specifications for reinforced concrete, there is a need for field-relevant durability performance indicators that can be rapidly verified during construction and linked to long-term service life requirements. Conventional durability tests such as water permeability and rapid chloride penetration test (RCPT), while informative, are laboratory intensive, time-consuming, and not well suited for real-time quality assurance in large-scale construction. This study presents a comprehensive field database of surface electrical resistivity measurements obtained from production-scale high performance concrete mixes placed in critical infrastructure elements across ten infrastructure projects in India with mixing volumes ranging from 22 m3 to 420 m3, all produced under stringent quality control regimes.  Using the Wenner 4-probe method on saturated surface-dry uncarbonated specimens, resistivity measurements were obtained from 60 concrete cubes of M30‑M60 grades incorporating supplementary cementitious materials (SCMs) and other admixtures, cast alongside actual structural elements. The compressive strength, charge passed and water penetration depth were also recorded for applicable cases. Based on approximately 400 measurements in total, resistivity values ranged from 3.2 kΩ.cm to 165 kΩ.cm, RCPT results ranged from 118 C to 1666 C, and water penetration depths varied from 3 mm to 10 mm. Higher resistivity values, especially as observed in concretes with SCMs, were consistently associated with lower charge passage, while trends in water penetration depth were more scattered. The results establish a representative pan-India field database that demonstrates robustness and practical relevance of surface electrical resistivity as a durability performance indicator under production conditions.

Brief Paper

References

[1] American Association of State Highway and Transportation Officials (AASHTO). Standard Method of Test for Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration (AASHTO T 358).AASHTO, Washington, DC.

[2] RILEM TC 154-EMC.Electrochemical techniques for measuring metallic corrosion. Materials and Structures, 33 (2000) 603–611.

[3] Federal Highway Administration (FHWA). Surface Resistivity Test for Concrete. U.S. Department of Transportation, Washington, DC. https://www.fhwa.dot.gov/pavement/concrete/surfacetest.cfm

[4] Bureau of Indian Standards (BIS). Hardened Concrete – Methods of Test: Part 1 Compressive Strength of Concrete (IS 516: Part 1). BIS, New Delhi.

[5] ASTM International. Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration (ASTM C1202). ASTM International, West Conshohocken, PA.

[6] Deutsches Institut für Normung (DIN). DIN EN 12390-8: Testing Hardened Concrete – Part 8: Depth of Penetration of Water under Pressure. DIN, Berlin.

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