Our team travels to your site
For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
Concrete cube and core compressive strength testing to IS 516 — 7- and 28-day cube results and in-situ core strength for contractors, RMC plants and structural audits
Concrete cube testing measures the compressive strength of concrete. Standard 150 mm cubes are cast, cured in water at 27 ± 2 °C, and crushed in a compression testing machine at 7 and 28 days; the strength is the failure load divided by the cross-sectional area. The test follows IS 516. NKMPV performs concrete cube and core testing as a NABL-accredited laboratory.
Concrete cube testing is the most widely performed construction material test in India. It determines whether the concrete placed on site meets the designed compressive strength (fck) as required by IS 456.
Compressive strength results are evaluated against the characteristic strength (fck) specified in the structural design. IS 456 Table 11 defines the acceptance criteria based on individual and mean results.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Compressive Strength (Cube) — 7 Days | ~65-70% of 28-day strength | N/mm² (MPa) | IS 516 Cl. 5.5 |
| Compressive Strength (Cube) — 28 Days | fck + 1.65s (target mean) | N/mm² (MPa) | IS 456 Cl. 16.1, Table 11 |
| Individual Cube Result (Minimum) | ≥ fck - 3 N/mm² | N/mm² | IS 456 Table 11 |
| Mean of 3 Cubes (Minimum) | ≥ fck + 0.825s or fck + 3 | N/mm² | IS 456 Table 11 |
| Core Compressive Strength | ≥ 85% of equivalent cube strength | N/mm² | IS 456 Cl. 17.4.3 |
| Core Density | 2300-2500 (normal concrete) | kg/m³ | IS 516 |
| Cube Size (Standard) | 150 mm x 150 mm x 150 mm | mm | IS 516 Cl. 4.1 |
| Loading Rate | 140 kg/cm²/min (13.7 MPa/min) | kg/cm²/min | IS 516 Cl. 5.5 |
Hardened Concrete — Methods of Test (Part 1: Compressive, Flexural & Split Tensile Strength)
Plain and Reinforced Concrete — Code of Practice (4th Revision)
Methods of Sampling and Analysis of Concrete
Concrete Mix Proportioning — Guidelines
Method of Making, Curing and Determining Compressive Strength of Accelerated-Cured Concrete Test Specimens
AIMIL AIM-311-D (Digital)
2000 kN with automatic pace rate control and digital readout
CalibratedCast iron IS standard, set of 50
150 mm x 150 mm x 150 mm, machined to ± 0.1 mm tolerance
CalibratedThermostatically controlled
500-cube capacity, temperature maintained at 27 ± 2°C
CalibratedHilti DD 200 Diamond Coring System
75 mm and 100 mm diameter cores, up to 500 mm depth
CalibratedSulphur capping station and grinding wheel
Ensures plane parallel ends within 0.05 mm per IS 516
CalibratedSartorius 30 kg capacity
Least count 1 g, NABL-calibrated
CalibratedFresh concrete is sampled from the transit mixer or batching plant as per IS 1199. A minimum of 3 cubes per 50 m³ of concrete (or per day's work) is collected. The sampling point is selected after discharging the initial 0.5 m³ to ensure a representative batch. Slump is recorded before casting cubes.
The concrete sample is filled into oiled 150 mm cube moulds in three layers. Each layer is compacted with 35 strokes of a tamping rod (16 mm diameter, 600 mm long) and the mould is vibrated on a vibrating table. The surface is levelled flush with the mould top using a trowel. Moulds are labelled with date, mix grade, and location reference.
Cast cubes are covered with wet gunny bags and left undisturbed at site for 24 ± 0.5 hours. After 24 hours, the cubes are demoulded, identification marks are applied with waterproof marker, and they are immediately transferred to the curing tank at the lab. Temperature during initial setting must not fall below 15°C.
Demoulded cubes are submerged in the curing tank maintained at 27 ± 2°C as per IS 516. The water is kept clean and changed weekly. Cubes are cured until the designated testing age — 7 days for early strength indication and 28 days for the acceptance test. The tank capacity allows NKMPV to cure up to 500 specimens simultaneously.
On the test date, cubes are removed from the curing tank, surface-dried, and weighed. Each cube is placed centrally on the CTM platen with the cast face perpendicular to the loading direction. Load is applied at a continuous rate of approximately 140 kg/cm²/min (5.25 kN/s for 150 mm cubes) until failure. The maximum load at failure is recorded.
Compressive strength is calculated as the failure load divided by the cross-sectional area of the cube (22,500 mm² for 150 mm cubes). Results are reported in N/mm² (MPa) rounded to the nearest 0.5 N/mm². The test certificate includes individual cube strengths, mean strength, specimen weight, density, failure pattern, and compliance assessment against IS 456 Table 11.
2.4. Benefits of Concrete Cube Testing
The importance of concrete cube testing lies in its ability to ensure the quality and reliability of the concrete used in construction. The key benefits of concrete cube testing include:
| Aspect | Concrete Cube Testing | Concrete Core Testing | |
| Purpose | To assess the quality of fresh concrete | To evaluate in-situ strength of hardened concrete | |
| Test Type | Non-destructive (before curing) | Destructive (after curing) | |
| Standard Specimen | Cube (150 mm x 150 mm x 150 mm) | Cylinder (75 mm to 100 mm diameter) | |
| Testing Procedure | Cast, cure, and test | Extract core, clean, and test | |
| Time | Quick (results within a day) | Longer (due to extraction and testing) | |
| Use Case | Strength estimation in construction | Assessing strength in existing structures | |
| IS Code | IS 516:1959, IS 1199:1959 | IS 516:1959, IS 3370-2:2009 | |
| Cost | Lower cost | Higher cost due to core extraction | |
| Reliability | Provides estimates for fresh concrete strength | Provides direct, real-world strength measurements | |
| Additional Considerations | Lower precision when concrete is not compacted well | Accurate for assessing actual in-place strength |
Cubes are tested on the exact scheduled date (7th or 28th day). Test certificates are generated and dispatched the same day — no delays that hold up your construction schedule.
Our compressive strength test reports carry NABL accreditation under ISO/IEC 17025:2017, accepted by all government departments, municipal corporations, and regulatory authorities.
Our thermostatically controlled curing tank accommodates 500 cubes simultaneously, allowing us to serve multiple large projects without scheduling backlogs.
Our technicians visit your site for cube sampling during pours and for diamond core cutting from existing structures. We serve the entire Tri-City area and surrounding districts.
Our 2000 kN digital CTM features automatic loading rate control, ensuring every test is conducted at the IS 516-specified rate of 140 kg/cm²/min — eliminating operator-induced variability.
Beyond cube and core testing, we offer mix design (IS 10262), rebound hammer, UPV, flexural strength, and water permeability testing — a one-stop solution for all concrete quality needs.
The compressive strength test per IS 516:1959 (Reaffirmed 2018) determines the cube strength of hardened concrete to verify achieved grade. Procedure: 150 mm × 150 mm × 150 mm cubes (or 100 mm cubes for smaller aggregates) are cast in three layers, each compacted with 35 strokes of a tamping rod or via vibration. Cubes are demoulded after 24 hours and water-cured at 27 ± 2°C until testing age (typically 7 and 28 days). At testing, the cube is placed in a compression testing machine and loaded at 14 N/mm²/min until failure. Compressive strength = Failure Load / Cross-sectional Area, reported in N/mm². For each grade, acceptance per IS 456 requires the average of three cubes ≥ specified strength and individual cube ≥ specified − 4 N/mm².
The core cutting test (IS 1199 / IS 516 Part 5) is used when: (1) cube samples are unavailable or in dispute — typical in forensic investigations and acceptance disputes; (2) existing structure condition assessment — to determine in-situ strength of decades-old concrete; (3) verification of cube test results — when site-cured cubes show suspicious low strength; (4) post-distress investigation — to characterise concrete after fire, blast, or chemical attack. Procedure: A diamond-tip core drill extracts 100 mm or 150 mm diameter cores from the structure. Cores are trimmed to height = diameter, capped with sulphur compound or unbonded neoprene pads, and tested in compression. Apply correction factors for L/D ratio, moisture, age, and any reinforcement intercepted by the core. NKMPV provides both NABL-accredited cube testing and core extraction services.
Per IS 456:2000 Clause 15.2.2 sampling frequency: (1) Concrete quantity 1–5 m³: 1 sample (3 cubes). (2) 6–15 m³: 2 samples (6 cubes). (3) 16–30 m³: 3 samples (9 cubes). (4) 31–50 m³: 4 samples (12 cubes). (5) Above 50 m³: 4 samples + 1 additional sample per 50 m³ or part. Each sample = 3 cubes for 28-day testing (some specifications add 3 more cubes for 7-day testing). NHAI and MoRTH specifications may require additional cubes for early-strength verification (7-day) and proof of design strength (90-day for slag/fly-ash mixes). All cubes must be cast at the point of placement (not the batching plant) using site-curing conditions.
Coverage
Wherever your project is, there are two ways to work with NKMPV on Concrete Cube Testing.
For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
Distance is not a constraint for laboratory testing. Send samples to our Pinjore laboratory and receive the digital report on completion — the route most of our out-of-region clients use.
These are locations where we have completed projects — not the boundary of our service area. We mobilise across India on request. See full coverage & project locations →
Concrete Cube Testing is carried out to IS 516:2018, IS 456:2000, IS 1199:1959 and IS 10262:2019, as listed in the Applicable Standards section of this page. Tell us the specification your project must comply with and the quotation will state the standard the work follows.
Our laboratory is at Pinjore, Haryana, within same-day reach of Chandigarh, Panchkula, Mohali, Ambala and the wider Tri-City. If you are further away, distance is not a constraint: our field team travels to site anywhere in India for on-site work, and for laboratory tests you can courier samples to the Pinjore lab and receive the report digitally. Clients across Punjab, Haryana, Himachal Pradesh, Delhi-NCR, Uttarakhand, Rajasthan, Uttar Pradesh, Jammu and Kashmir and Ladakh already work with us this way.
Yes. NKMPV operates pan-India. We have delivered projects across Chandigarh, Panchkula, Mohali, Ambala, Karnal, Kurukshetra, Yamunanagar, Hisar and beyond, and we mobilise to greenfield and remote corridors on request. The 18 locations listed on our site are the places we have already worked — not the limit of where we go.
Send us the project details — location, quantity, and the standard you need to comply with — and you get a written quotation, usually within one working day. Pricing depends on sample count, site access and mobilisation distance, so we quote per project rather than publishing a fixed rate. Call +91-82953-60108 or use the quote form; every quotation states the applicable IS/IRC standard.
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