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RCPT (Rapid Chloride Permeability Test)

RCPT (Rapid Chloride Permeability Test)

RCPT (Rapid Chloride Permeability Test)  ASTM C 1202

A RCPT (Rapid Chloride Permeability Test) with cell test standard, most commonly ASTM C 1202, is a test for evaluating a concrete's ability to resist chloride ion penetration using electrical indication. The test involves applying a constant DC voltage for six hours across a concrete specimen, measuring the total electrical charge (coulombs) that passes through it. A lower charge indicates higher resistance to chloride ingress, helping to predict the durability and service life of concrete structures


The RCPT Test Procedure (ASTM C1202)

  1. Sample Preparation

    A cylindrical concrete specimen, typically 100 mm in diameter and 50 mm thick, is prepared. 

  2. Cell Assembly

    The specimen is placed in an RCPT cell with a leak-proof design, where a saturated NaCl solution is placed on one side and an NaOH solution on the other. 

  3. Electrical Application

    A 60-volt direct current (DC) is applied across the specimen for six hours. 

  4. Data Collection

    The current flow is continuously measured and recorded throughout the test. 

  5. Charge Calculation

    The total charge passed in coulombs is calculated by integrating the current over time. 

Interpreting the Results

  • High charge (more current): Indicates high permeability and poor resistance to chloride ions. 
  • Low charge (less current): Shows low permeability and good resistance to chloride ions, suggesting better durability. 

Standardization 

  • ASTM C1202

    This is the primary standard for the Rapid Chloride Permeability Test, also known as the Coulomb test.

  • AASHTO T 277

    Another standard that describes a similar test for concrete's resistance to chloride ion penetration.

Applications

  • Quality Control: For durability-based quality control of new concrete. 
  • Performance Prediction: To predict the service life of concrete structures. 
  • Corrosion Protection: To assess the effectiveness of corrosion protection measures in concrete structures exposed to aggressive environments, such as marine structures or bridges.