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Non Destructive test (NDT)- Hardened Concrete

Non destructive testing of hardened concrete plays a vital role in assessing the condition of concrete structures. It evaluates performance without causing damage. Engineers use non destructive test for concrete structures to evaluate strength, durability, and uniformity while the structure remains fully functional. These NDT methods for concrete evaluation help detect cracks, voids, honeycombs, and other hidden defects that may affect long-term performance. Professionals can estimate compressive strength by using advanced hardened concrete testing techniques. They can identify deterioration and also monitor the health of aging infrastructure. Modern tools like rebound hammer and ultrasonic pulse velocity make concrete strength testing faster. They support the process without causing damage and are more cost-efficient. The key advantages of NDT in concrete testing include safety, accuracy, rapid inspections, and extended service life of structures. Overall, NDT ensures reliable decision-making for repairs, rehabilitation, and quality control in construction.

Non-destructive test (NDT) and destructive tests (DT) are the the tests done one hardened concrete. Concrete is the oldest and most important construction material in the world. Testing of the concrete plays and important role to know about the strength, durability and condition of the structure. This article is about the types of Destructive and non destructive tests done on concrete.

  1. Types and significance of Concrete Tests
    1. Destructive Tests
    2. Non Destructive Tests (NDT)
  2. Non- Destructive testing techniques on hardened concrete
  3. Objectives/advantages of Non destructive testing (NDT)
  4. Classification of Non-Destructive test
    1. Penetration Resistance Test / Windsor Probe Test
    2. Rebound Hammer Test
    3. Ultrasonic Pulse Velocity Test
    4. Half-Cell Potential Test – Detecting Corrosion
    5. Covermeter / Rebar Locator Test – Locating Reinforcement Without Damage
    6. Impact Echo Test – Evaluating Internal Defects in Concrete
  5. Conclusion

Types and significance of Concrete Tests

Concrete testing plays a vital role in determining the strength, durability, and performance of concrete structures. Engineers conduct different tests to verify that the concrete mix meets design requirements and performs safely throughout its service life. These types of concrete tests help assess important properties such as workability, compressive strength, density, and internal defects. The tests are categorized into destructive tests and non destructive tests, depending on whether the specimen is damaged during inspection. Both testing methods are essential for ensuring quality control, structural integrity, and long-term durability of concrete in construction projects. By using the right concrete testing techniques, engineers can make reliable decisions in design, repair, and maintenance works.

Concrete tests are classified into two types

  • Destructive tests (DT)
  • Non – Destructive tests (NDT)

Destructive Tests

  • Compressive Strength Test
  • Flexural Strength Test
  • Split Tensile Strength Test
  • Pull-out Test
  • Core Cutting and Testing

Non Destructive Tests (NDT)

  • Impact Echo / Pulse Echo Test
  • Rebound Hammer Test
  • Ultrasonic Pulse Velocity (UPV) Test
  • Half-Cell Potential Method
  • Ground Penetrating Radar (GPR)
  • Cover Meter Survey
  • Schmidt Hammer Test

In this article we describes about the Non destructive testing techniques conducted on hardened concrete.

Non- Destructive testing techniques on hardened concrete

The standard method of non destructive testing of hardened concrete is carried out by testing concrete specimens. These specimens are cast simultaneously with structural concrete. These destructive tests on concrete can determine the compressive, flexural, and tensile strengths. The major disadvantage of these destructive concrete testing methods is the non availability of immediate results. Moreover, the properties of the concrete specimen differ from what it is in the actual structure. This difference is due to pouring conditions, curing factor, compaction and concrete density, etc. These tests come under the category of destructive tests (DT). Destructive testing of concrete destroys or changes the part. Even if it passes the test, the part is no longer fit for service.

Two engineers conducting non-destructive testing on a concrete wall using specialized equipment.
Engineers conducting non-destructive testing on hardened concrete to assess its strength and durability.

Non Destructive Test (NDT) is for determining compressive strength and other properties of concrete from existing structures or buildings. NDT testing of concrete does not destroy the part. It does not change the part so that it is still fit for service if it passes the test. The non-destructive test determines the properties of concrete or structures without their destruction. Moreover, we can study its changes over time, The measurements are repeated many times and validate in detail, and gets immediate results. These NDT concrete testing methods help assess quality, strength, and durability in a quick and reliable way.

Objectives/advantages of Non destructive testing (NDT)

Non-destructive testing (NDT) helps evaluate hardened concrete structures without causing damage. It allows engineers to assess concrete strength and durability. They can also evaluate reinforcement condition, cracks, and internal defects. All of these are assessed while the structure remains fit for service. The advantages of NDT include quick results, safety, cost-effectiveness, and the ability to monitor structures throughout their life cycle. These advantages of NDT make it widely preferred for quality assurance and structural health monitoring.

  • Quality check of the existing structure.
  • For determining the homogeneity, internal and external characteristics of the concrete. 
  • To detect the cracks and voids of the concrete structures. 
  • Assess the quality of concrete with the standard requirement. 
  • To study the ageing of concrete. 
  • For finding the compressive strength of structures.
  • Evaluation of elastic modulus

Classification of Non-Destructive test

Hardened Concrete testing techniques/ Non Destructive testing are as follows

  • Windsor Probe Test
  • Rebound Hammer Test
  • Ultrasonic Pulse Velocity (UPV)
  • Half-Cell Potential Test
  • Covermeter / Rebar Locator Test
  • Impact Echo Test

Penetration Resistance Test / Windsor Probe Test

The penetration resistance test is an NDT that determines the relative strength of the concrete structures. The Windsor probe is the equipment for conducting this test. This equipment includes of powder-actuates driver or gun, probes, loaded cartridges and a gauge that measures the penetration.

The penetration depth indicates the compressive strength of the concrete. However, this depends on the aggregate type and size. This test evaluates the poor quality and deterioration of concrete

A professional using a Windsor Probe device to conduct non-destructive testing on a concrete wall, assessing its strength and quality without causing damage.
An engineer using a Windsor Probe for penetration resistance testing on hardened concrete.

The major disadvantage of this test is getting variable results. Several probes are often shot to achieve a solid average depth for arriving a final conclusion. So we cannot determine the exact strength. But it is a quick method to evaluate the quality and maturity of concrete. Care should be taken to calibrate the instrument before taking readings.

Rebound Hammer Test

The rebound hammer is also known as Schmidt’s Hammer test. It determines the strength of concrete based on the hardness of the concrete surface. It is a surface hardness tester. The equipment consists of a spring-controlled plunger, a hammer that weighs 1.8 kg, and a graduated scale. By pressing the hammer on the concrete surface, the graduate scale measures the rebound number. A low rebound number means the concrete has low compressive strength and stiffness.

A person using a rebound hammer test device on a concrete wall to measure its surface hardness and estimate compressive strength.
A technician conducting the Rebound Hammer Test on concrete to assess compressive strength without causing damage.

An accuracy of 15 to 20% is possible through this test. It is a simple and quick method. Also, the result relies on the surface smoothness, water content, type and size of aggregate and carbonation of the surface.

Ultrasonic Pulse Velocity Test

Ultrasonic pulse velocity test is another type of Non-destructive test. This test measures the time of travel of ultrasonic pulse waves for evaluating the concrete quality. The UPV test units consists of a pulse generator and pulse receiver. The frequency of the wave is 50-55 kHz. The pulse generator produces the pulses and is allowed to pass through the concrete. Then we calculate the velocity, by measuring the traversing distance and the time. Higher velocity means the concrete has a higher elastic modulus and density. It also determines the cracks and flaws in the structure. Large differences in pulse velocity values indicates a defective and deteriorated concrete.

Two engineers conducting non-destructive testing on a concrete structure using specialized equipment.
Engineers conducting an Ultrasonic Pulse Velocity test on concrete to assess its quality and detect any hidden defects.

For more details : Ultrasonic pulse velocity test || UPV Test – Methods and procedure

Half-Cell Potential Test – Detecting Corrosion

The Half-Cell Potential Test is a widely used non-destructive testing (NDT) method. It evaluates corrosion activity in steel reinforcement within hardened concrete. It measures the electrical potential difference between embedded rebars and a reference electrode. This reference electrode is typically a copper / copper sulfate (Cu/CuSO₄) cell. The test helps determine whether the reinforcement is actively corroding, passive, or at risk. An electrical connection directly connects to the rebar. Surface readings are recorded in a grid on moist concrete to ensure good conductivity. These readings are compared with standard probability charts provided in ASTM C876. The results allow engineers to locate corroded zones, plan preventive repairs, and avoid unnecessary concrete removal. Overall, it is a quick, reliable, and cost-effective tool for structural health assessment and durability maintenance of concrete structures.

A construction professional conducting non-destructive testing on a concrete structure using a measuring device, with a sponge for conductivity, to assess the integrity of the material.
An engineer conducting a non-destructive test on concrete using a specialized equipment to assess structural integrity.

Covermeter / Rebar Locator Test – Locating Reinforcement Without Damage

The Covermeter Test is also known as the Rebar Locator Test. It is a widely used non-destructive testing (NDT) method. This method is for detecting the position, depth, and spacing of steel reinforcement in hardened concrete. It works by measuring the magnetic field disturbance created by embedded steel when scanned with an electromagnetic probe. The test accurately determines the cover thickness. This is the distance from the concrete surface to the reinforcement. This measurement is critical for durability, fire safety, and code compliance. Modern Covermeter can also estimate bar diameter and identify congestion or missing rebars. This method adheres to standards such as BS 1881-204. It assists engineers in repair planning, drilling, and anchoring. It also helps in retrofitting without damaging the structure. Overall, the rebar locator test is fast, clean, and essential for structural assessment and quality control of reinforced concrete.

A technician using a handheld ultrasonic testing device on a concrete surface to assess the material's properties without causing damage.
A technician performing a non-destructive test on a concrete structure using specialized equipment to assess its condition.

Impact Echo Test – Evaluating Internal Defects in Concrete

The Impact Echo Test is a reliable non-destructive testing (NDT) method. It is used to detect internal flaws such as voids, cracks, and delamination in hardened concrete. It also identifies thickness variations. It works by applying a short mechanical impact on the surface using a small hammer or impactor. This impact generates stress waves that travel through the concrete and reflect back from internal boundaries. A sensitive receiver records the returning signals and analyzes the wave frequencies to identify abnormalities. The method is guided by standards like ASTM C1383, making it suitable for bridges, slabs, tunnels, and precast elements. Engineers use this test to assess structural integrity, locate hidden defects, verify grouting, and ensure long-term durability—without drilling, cutting, or damaging the structure. Overall, the Impact Echo Test offers a fast and effective solution for concrete condition evaluation and maintenance planning.

Illustration of the Impact Echo Test showing a hammer impacting concrete, generating stress waves. The diagram includes labels for 'Hammer Impact', 'Stress Waves', and 'Internal Flaw (Void/Crack)', as well as a receiver/analyzer that detects reflected waves. The image highlights the test's ability to identify voids and cracks non-destructively, following ASTM C1383 standards.
Illustration of the Impact Echo Test used in non-destructive testing of concrete, showing hammer impact, stress waves, and internal flaw detection.

Key Takeaways

  • Non-destructive testing (NDT) evaluates hardened concrete’s strength and durability without causing damage, helping to detect hidden defects.
  • Engineers use both non-destructive and destructive tests to ensure quality control and structural integrity during concrete assessments.
  • Key advantages of NDT include quick results, safety, and cost-effectiveness, making it ideal for monitoring concrete structures over time.
  • Various NDT techniques include the Rebound Hammer Test, Ultrasonic Pulse Velocity Test, and Impact Echo Test.
  • These methods provide crucial insights into concrete quality, allowing for reliable repairs and maintenance planning.

Conclusion

Non Destructive testing of concrete plays a vital role in maintaining the long-term performance and safety of structures. NDT for hardened concrete enables engineers to assess strength, durability, reinforcement conditions, and internal defects without damaging the structure. With modern concrete NDT methods such as Rebound Hammer, Ultrasonic Pulse Velocity, and Covermeter testing, engineers receive quick data. Tests like Half-Cell Potential and Impact Echo provide reliable insights into structural integrity. One of the major advantages of NDT is the ability to monitor existing buildings. It helps identify deterioration early. Engineers can plan effective maintenance. By using advanced NDT techniques, the industry ensures cost efficiency, improved safety, and accurate decision-making throughout a structure’s life. Therefore, the advantages of NDT strongly support sustainable, safe, and high-quality construction management.

Ultrasonic pulse velocity test || UPV Test – Types and Methodology

Ultrasonic Pulse Velocity (UPV) testing is a reliable, non-destructive method for assessing concrete quality and durability. An ultrasonic pulse is transmitted through the concrete in this method. The velocity is measured to detect variations in density and strength. UPV testing is very useful for identifying cracks, voids, and other flaws in concrete structures. It helps assess structural integrity without damaging the material. This technique is commonly known as UPV tests. It is also referred to as UPV tests on concrete. Specialized UPV testers are used to deliver accurate, quick results. Industries favor UPV testing for its efficiency, cost-effectiveness, and precision in evaluating concrete conditions.

This article discusses the UPV test. It is one of the most well-liked and most reliable non-destructive tests carried out on concrete structures.

  1. Significance of Ultrasonic Pulse Velocity Test (UPV test)
  2. Ultra sonic Pulse Velocity test (UPV Test)
  3. Relevant IS code for Ultrasonic Pulse Velocity Test (UPV Test)
  4. Ultrasonic Pulse Velocity tester
  5. Principles of Ultrasonic Pulse Velocity test
  6. Objective of UPV tests
  7. Factors affecting Ultrasonic pulse velocity test
  8. Methodology of Ultrasonic Pulse velocity tests
    1. Direct method
    2. Indirect method
  9. Result interpretation of UPV testing
  10. Conclusion

Significance of Ultrasonic Pulse Velocity Test (UPV test)

The ultrasonic pulse velocity test, or UPV test, is an example of a non-destructive concrete test. Generally, hardened concrete is subjected to non-destructive testing (NDT) and destructive tests (DT). Concrete is the world’s oldest and most significant construction material. Therefore, concrete testing is crucial for assessing the stability, strength, durability, and condition of structures.

Non-destructive testing of concrete is a way of analysing concrete structures without causing damage. This aids in ensuring the structural quality and condition. The strength of the concrete is also influenced by various characteristics. This includes hardness, density, curing circumstances, ingredient quality, workability and water-to-cement ratio, etc.

Also read : Bitumen tests – 9 tests for flexible pavements

Ultra sonic Pulse Velocity test (UPV Test)

The most efficient and fast method of testing concrete is through ultrasonic pulse velocity tests, or UPV tests. The quality of concrete is assessed using the results of UPV tests, which evaluate the period of travel of ultrasonic pulse waves. A 50–55 kHz range must be maintained for the ultrasonic pulse wave’s frequency. The pulses are generated by the UPV tester’s pulse generator and are allowed to travel through the concrete. By monitoring the traversing distance and the duration, the pulse velocity can be determined. Higher velocity indicates that the density and elastic modulus of the concrete are higher.

Cracks and defects in the structure are detected using UPV tests. Significant variations in pulse velocity values are indicative of broken and degraded concrete. The concrete’s density and wave velocity are related. Therefore, this test has a tremendous potential for evaluating the quality of concrete.

Relevant IS code for Ultrasonic Pulse Velocity Test (UPV Test)

IS-13311 (Part 1):1992 (Reaffirmed- May 2013) “Non-Destructive Testing of Concrete- Methods of Test (Ultrasonic Pulse Velocity)”

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Ultrasonic Pulse Velocity tester

The UPV tester is the name of the type of equipment used to measure ultrasonic pulse velocity. The following accessories are included in ultrasonic pulse velocity tester.

  • Electrical Pulse generator
  • Pair of Transducers (probes)
  • Amplifier
  • Electronic timing device
Ultrasonic Pulse Velocity Tester
ultrasonic pulse velocity tester

Principles of Ultrasonic Pulse Velocity test

The electrical pulse generator generates pulses that are sent through the UPV tester’s transducer. Through the concrete surfaces, the pulse generates many reflections. Using the formula shown below, the pulse velocity is calculated.

Pulse velocity, V = L/T

where L is the traverse distance, T is the time for the receiver to receive the pulse

The geometry of the material is unrelated to the UPV test. Better concrete strength is associated with higher velocity and vice versa. One of the dynamic tests for concrete is the ultrasonic pulse velocity test.

Objective of UPV tests

The main objectives of the ultrasonic pulse velocity test or UPV tests are

  • To learn the homogeneity of the concrete.
  • Determines the presence of cracks, voids and imperfections. 
  • To calculate the elastic modulus of concrete. 
  • Finds the quality of concrete relative to the standard requirements. 
  • To determine the age of concrete. 

Factors affecting Ultrasonic pulse velocity test

The UPV test detects cracks and assists in structure development. However, a number of factors influence how pulse velocity is measured. As a result, compressive strength cannot generally be approximated from the pulse velocity. The following are the elements that impact the UPV test.

  • Presence of reinforcement
  • Water content
  • Mix proportion
  • Temperature of concrete
  • Concrete age
  • Stress level of concrete

Methodology of Ultrasonic Pulse velocity tests

Piezoelectric and magneto strictive types of transducers are suitable for use with the UPV test. Additionally, its frequency range should be between 20 and 150 kHz. The electronic timing device monitors time with an accuracy of 0.1 microseconds.

The transducer transmits the waves that travel through the concrete surface. The receiver transducer detects the electric signals that are generated once the pulse waves are transformed to them. The traversal length will be displayed as ( L). The electronic timing device calculates how long it takes for signals to arrive. Time is shown as (T).


The Electronic timing device measures the receiving time of the signals. The time is denoted as (T).

Pulse velocity (v) = L/T

There are three common methods for doing UPV tests. They are direct method and indirect method.

  • Direct Method of UPV Testing
  • Indirect Method of UPV Testing
Methodology of UPV test
Methodology of UPV test
Methodology of UPV test

Direct method

The maximum energy is transmitted at right angles to the face of the transmitter. As a result, to achieve the greatest results, the receiving transducer must be placed on the side of the transmitting transducer. This is referred to as the direct approach or cross probing.

Ultrasonic pulse velocity test
Ultrasonic Pulse velocity test -Types

Indirect method

In some circumstances, the opposite side of the structure may be inaccessible. The receiving and transmitting transducers are installed on the same face of the concrete members in this scenario. This is known as the indirect method or surface probing. This approach is less effective than the direct approach. The test findings are mostly influenced by the surface concrete, which has different properties from the structural components’ core concrete.

Result interpretation of UPV testing

The density and elastic modulus of concrete are correlated with the ultrasonic pulse velocity. This in turn depends on the components, mixing processes, placement techniques, concrete compaction and curing, casting temperature, etc.

The main causes of internal cracks and pockets in concrete are lack of compaction and concrete segregation. Lower pulse velocity values are a result of these concrete defects. However, the laboratory tests might have confirmed a well-designed concrete.

The range of pulse velocity in the direct method is as shown below.

  1. Above 4.5 Excellent
  2. 3.5 to 4.5 Good
  3. 3.0 to 3.5 Medium
  4. Below 3.0 Doubtful

Conclusion

The final assessment of compressive strength from UPV is not the sole criterion used to determine concrete strength. The strength is confirmed by comparing it to a compressive strength estimate derived from the same ingredient mix and conditions. The results of the UPV test and site tests conducted using similar ingredients may be correlated. When compared to actual UPV intensities, the numbers may change by about 20%.