Accelerated Curing Test Of Concrete: Quick Strength Assessment Using IS 9013-1978

In standard concrete quality control, the compressive strength is determined after 7 days or 28 days of curing. These periods, while reliable, introduce significant delays in construction decision-making. For fast-track projects, precast element production, or formwork removal scheduling, waiting 28 days for test results is impractical. The accelerated curing method for compressive strength test of concrete offers a solution by delivering reliable strength estimates within a single day. This approach, governed by Indian Standard IS:9013-1978, uses elevated temperature curing to accelerate the hydration process, enabling engineers to estimate the 28-day compressive strength from tests completed in under 28 hours. The method is particularly valuable for quality assurance on sites where early strength data is needed to proceed with construction activities without compromising safety or structural integrity.

Understanding The Need For Accelerated Curing

Concrete gains strength through the hydration of cement, a chemical reaction that continues over time. Under standard conditions, concrete reaches a significant portion of its design strength at 7 days and its full specified strength at 28 days. However, certain construction scenarios demand faster strength assessment:

  • Precast concrete production where moulds need to be reused quickly and elements must be transported early.
  • Formwork striking where early strength data determines when formwork and shoring can be safely removed.
  • Prestressing operations that require concrete to reach a minimum strength before tendons can be tensioned.
  • Cold weather concreting where hydration slows down and early strength verification is critical.
  • Quality control on fast-track projects where conventional 28-day results arrive too late for corrective action.

The accelerated curing test bridges this gap by applying heat to speed up the hydration reaction. Research has shown a strong correlation between accelerated cured strength and standard 28-day cured strength, making this method a dependable tool for routine quality assurance. For a deeper look at how curing duration and methods affect high-strength mixes, see the article on curing of high performance concrete methods and duration of curing.

Equipment Required For The Test

The accelerated curing test requires specific equipment to maintain precise temperature control and to apply compressive load. The primary apparatus includes:

EquipmentDescriptionSpecification
Accelerated Curing TankA water bath capable of maintaining boiling water temperature for controlled immersion of concrete specimensMust maintain water at 100 degrees Celsius, fitted with a thermostat and a perforated tray to hold specimens
Compression Testing MachineHydraulic or mechanical press for applying compressive load to concrete cubesCapacity of at least 2000 kN with an accuracy of +/- 2 percent of the applied load
Cube MouldsStandard metal moulds for casting concrete test specimens150 mm x 150 mm x 150 mm as per IS:516, with removable base plates
Cooling Water TankA water bath maintained at 27 +/- 2 degrees Celsius for cooling specimens after accelerated curingSufficient capacity to fully immerse multiple specimens at once
ThermometerFor monitoring water temperature during the boiling and cooling phasesRange of 0 to 110 degrees Celsius with 1 degree Celsius graduations

The accelerated curing tank is the most critical piece of equipment. It must be capable of maintaining water at a rolling boil and returning to boiling temperature within 15 minutes after cold specimens are immersed. The tank should also have a lid to minimise heat loss and a mesh or perforated platform to keep specimens fully submerged without touching the heating element. The choice of specimen size is also important during compression testing, and a detailed explanation of why 150 mm concrete cube samples are used instead of 100 mm cubes in standard compression testing.

Step-By-Step Testing Procedure

The procedure outlined in IS:9013-1978 is precise and must be followed carefully to obtain reliable results. Any deviation in timing or temperature can affect the correlation with 28-day strength. The complete process takes approximately 28 hours from casting to test completion.

Stage 1: Initial Curing In Moist Air

  1. Cast the concrete cube specimens in standard 150 mm moulds in accordance with IS:516.
  2. Immediately after casting, store the specimens in moist air with a relative humidity of at least 90 percent at a temperature of 27 +/- 2 degrees Celsius.
  3. Keep the specimens in this controlled environment for 23 hours plus 15 minutes from the time of casting.
  4. This initial moist storage period allows the concrete to gain sufficient initial strength to withstand handling and immersion in boiling water without damage.

Stage 2: Accelerated Curing In Boiling Water

  1. After the initial moist curing period, carefully lower the specimens into the curing tank containing water at 100 degrees Celsius.
  2. Ensure the specimens are totally immersed in the boiling water for a duration of 3 hours 30 minutes plus 5 minutes.
  3. The water temperature must not drop more than 3 degrees Celsius after the specimens are placed into the tank.
  4. The tank must return to boiling temperature within 15 minutes of specimen immersion.
  5. Maintain the water at a continuous boil throughout the accelerated curing period.

Stage 3: Cooling And Testing

  1. After the accelerated curing period, remove the specimens from the moulds immediately.
  2. Immerse the demoulded specimens in cooling water maintained at 27 +/- 2 degrees Celsius for a period of at least one hour.
  3. This cooling step brings the specimens to a stable temperature before compression testing and prevents thermal shock to the testing machine.
  4. After cooling, remove each specimen, wipe dry, and test for compressive strength in the compression testing machine following the standard procedure described in IS:516.
  5. Record the maximum load at failure and calculate the accelerated curing strength (Ra) in MPa.

The entire test, from casting to final reading, can be completed in about 28 hours. This turnaround time makes the accelerated curing method ideal for quality control of concrete products including precast elements, paving blocks, and structural components where early strength verification is essential.

Calculating 28-Day Strength From Test Results

The key advantage of the accelerated curing test is its ability to predict the standard 28-day compressive strength from a test completed in approximately 28 hours. IS:9013-1978 provides a correlation formula for converting the accelerated curing strength (Ra) to the equivalent 28-day strength (R28):

R28 (Strength at 28 days) = 8.09 + 1.64 Ra

Where:

  • R28 is the estimated compressive strength at 28 days in MPa.
  • Ra is the accelerated curing compressive strength in MPa, obtained from the boiling water test described above.
  • 8.09 and 1.64 are empirical constants derived from correlation studies conducted during the development of the standard.

It is important to note that this correlation is a general guideline. The standard recommends that each laboratory or construction site should develop its own specific correlation for the particular concrete mix being used. Local materials, mix proportions, and cement type can influence the relationship between accelerated and standard cured strengths.

For example, if the accelerated curing strength (Ra) from the test is 30 MPa, the estimated 28-day strength would be:

R28 = 8.09 + 1.64 x 30 = 8.09 + 49.20 = 57.29 MPa

This estimated value should be verified periodically through standard 28-day tests to validate the correlation for each specific mix design. For complex structural elements where concrete placement is challenging, proper compaction is essential alongside strength verification. proper consolidation is covered in the guide on how to consolidate concrete in congested reinforced concrete members to ensure uniform strength development in densely reinforced sections.

Safety Precautions And Best Practices

Working with boiling water and heavy concrete specimens requires strict adherence to safety protocols. The following precautions must be observed during the accelerated curing test:

  • Personal protective equipment: Always wear hand gloves, safety shoes, and safety goggles when handling specimens, especially when removing them from the boiling water curing tank.
  • Switch off before handling: Always switch off the curing tank before opening the lid or removing specimens to prevent burns from steam or splashing water.
  • Proper lifting technique: Concrete cubes are heavy. Use proper lifting techniques or mechanical aids when moving specimens between the curing tank and cooling tank.
  • Temperature monitoring: Verify the water temperature in both the curing tank and cooling tank using calibrated thermometers before and during the test.
  • Equipment cleanliness: Clean all equipment thoroughly before and after testing to prevent contamination of specimens and ensure accurate results.
  • Electrical safety: Ensure the curing tank is properly earthed and electrical connections are protected from water splashes.

Best practices also include proper record-keeping of all test results, regular calibration of the compression testing machine, and maintaining a log of temperature readings throughout the accelerated curing period. For projects where existing concrete surfaces receive new toppings, the quality of the bond between old and new concrete is as critical as the strength of the new material. You can explore techniques for preparing and pouring new concrete over old concrete surfaces to ensure durable composite action.

Conclusion

The accelerated curing test of concrete as per IS:9013-1978 is a valuable quality control tool that provides reliable early strength estimates without waiting for the full 28-day curing period. By using boiling water to accelerate cement hydration, engineers can obtain a dependable indication of concrete quality within approximately 28 hours. The correlation formula R28 = 8.09 + 1.64 Ra offers a straightforward method for converting accelerated test results into estimated 28-day strengths, although site-specific correlations are recommended for greater accuracy.

This method is especially useful for precast concrete production, fast-track construction, formwork removal decisions, and cold-weather concreting operations. When combined with standard 28-day testing for periodic validation, the accelerated curing test becomes an indispensable part of a comprehensive quality assurance programme. The key to success lies in strict adherence to the specified temperatures, timings, and safety protocols. Understanding concrete workability through tests such as the Powers remolding test for concrete can further enhance the overall quality control framework on any construction project.