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Compressive strength, water absorption, and abrasion testing of concrete paving blocks per IS 15658
Precast concrete paver blocks are tested to IS 15658 — covering compressive strength, water absorption, abrasion resistance and dimensional tolerance. NKMPV performs paver block testing to IS 15658 as a NABL-accredited laboratory.
Paver block testing evaluates the quality and performance of precast concrete paving blocks (interlocking pavers) against IS 15658:2006 requirements. The tests verify compressive strength, water absorption, abrasion resistance, dimensional accuracy, and breaking load to ensure the blocks are fit for their intended traffic and exposure conditions.
The following parameters are evaluated for concrete paving blocks per IS 15658:2006. Acceptance criteria depend on the block strength grade (M30/M35/M50/M55) and the intended application — pedestrian, light traffic, or heavy traffic areas.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Compressive Strength (M30 Grade) | ≥ 30 MPa (average), ≥ 25 MPa (individual) | MPa | IS 15658:2006 Cl. 8.2 |
| Compressive Strength (M35 Grade) | ≥ 35 MPa (average), ≥ 30 MPa (individual) | MPa | IS 15658:2006 Cl. 8.2 |
| Compressive Strength (M50 Grade) | ≥ 50 MPa (average), ≥ 45 MPa (individual) | MPa | IS 15658:2006 Cl. 8.2 |
| Compressive Strength (M55 Grade) | ≥ 55 MPa (average), ≥ 50 MPa (individual) | MPa | IS 15658:2006 Cl. 8.2 |
| Water Absorption | ≤ 6% (general), ≤ 5% (frost-prone areas) | % | IS 15658:2006 Cl. 8.3 |
| Abrasion Resistance (Wide-Wheel Method) | ≤ 3.0 mm mean wear (Class A), ≤ 4.0 mm (Class B) | mm | IS 15658:2006 Cl. 8.4 |
| Dimensional Tolerance — Length and Width | +/- 2 mm | mm | IS 15658:2006 Cl. 6.2 |
| Dimensional Tolerance — Thickness | +/- 3 mm | mm | IS 15658:2006 Cl. 6.2 |
| Breaking Load (Splitting Tensile) | ≥ 3.6 kN (60 mm thick), ≥ 6.0 kN (80 mm thick) | kN | IS 15658:2006 Cl. 8.5 |
| Aspect Ratio (Length/Thickness) | ≤ 4.0 | IS 15658:2006 Cl. 6.3 |
Precast Concrete Blocks for Paving — Specification
Methods of Tests for Strength of Concrete (Compressive Strength Procedure)
Methods of Sampling and Analysis of Concrete
Guidelines for the Use of Interlocking Concrete Block Pavement
Concrete Masonry Units — Specification (Referenced for Water Absorption Method)
AIMIL / Controls
2000 kN capacity with uniform loading platens and digital readout
CalibratedCustom steel bearing bars per IS 15658 Annex B
For splitting tensile test on full-size paver blocks
CalibratedBohme or equivalent abrasion testing machine
Standard wide wheel with corundum abrasive, 75 N load
CalibratedThermostatically controlled, 100-110 degrees C
Interior volume sufficient for 10 full-size paver blocks
CalibratedDigital vernier caliper (300 mm) and steel scale
Least count 0.01 mm for dimensional tolerance measurement
CalibratedHigh-capacity digital balance
20 kg capacity, least count 1 g for weight and water absorption
CalibratedA representative sample of paver blocks is drawn from the production lot as per IS 15658:2006 sampling requirements — typically 16 blocks for compressive strength, 8 for water absorption, and 3 for abrasion from each lot of up to 50,000 units. Each block is visually inspected for surface defects, cracks, honeycombing, excessive chipping, and colour uniformity. Blocks with visible structural defects are rejected and noted in the report.
Length, width, and thickness of each specimen are measured at multiple points using a digital vernier caliper with 0.01 mm least count. The average dimensions are recorded and checked against the manufacturer's declared size. Per IS 15658, dimensional tolerance must be within +/- 2 mm for length and width, and +/- 3 mm for thickness. The aspect ratio (length divided by thickness) is verified to be 4.0 or less. Non-compliant blocks are flagged in the test report.
Eight blocks are dried in a hot air oven at 100-110 degrees C to constant mass (consecutive weighings at 24-hour intervals must agree within 0.2%). The dried blocks are then immersed in clean water at room temperature for 24 hours. The saturated surface-dry weight is recorded, and water absorption is calculated as a percentage of dry weight. Per IS 15658, the average must not exceed 6% and no individual block shall exceed 7%.
Paver blocks are capped with plaster of Paris, cement mortar, or plywood sheets to ensure uniform load distribution across the bearing faces. Each block is placed centrally between the CTM platens with the wearing face upward. Load is applied at a rate of 15 +/- 3 MPa per minute until failure. The compressive strength is calculated by dividing the maximum load by the plan area of the block. A minimum of 8 blocks are tested, and both individual and average strengths are reported against the specified grade (M30/M35/M50/M55).
The splitting tensile test evaluates the flexural resistance of paver blocks. Each block is placed on two parallel steel bearing bars spaced at a defined distance, and a single line load is applied along the centre through a third bearing bar. The load at failure is recorded as the breaking load in kN. Per IS 15658, a 60 mm thick block must achieve a minimum breaking load of 3.6 kN, and an 80 mm thick block must achieve at least 6.0 kN. This test is critical for blocks subjected to point loads from heavy vehicles.
Three specimens cut from the wearing surface of the paver blocks are subjected to the wide-wheel abrasion test per IS 15658 Annex D. Each specimen is pressed against a rotating wide wheel with a standard corundum abrasive under 75 N load. After a fixed number of rotations, the volume loss (or mean wear depth in mm) is measured. Class A blocks (heavy traffic) must have mean wear not exceeding 3.0 mm, while Class B blocks (light traffic) must not exceed 4.0 mm.
The final test report includes dimensional measurement data, water absorption values (individual and average), compressive strength results with grade compliance assessment, breaking load values, abrasion resistance classification, and visual inspection observations. Each parameter is reported against the IS 15658:2006 acceptance criteria. The NABL-accredited report is delivered in hard copy and digital format, suitable for submission to municipal corporations, CPWD, NHAI, and state PWD agencies.
Our paver block test reports carry NABL accreditation (ISO/IEC 17025:2017), accepted by municipal corporations, CPWD, state PWDs, NHAI, and smart city project management consultants without additional verification.
We perform all five mandatory tests — compressive strength, water absorption, abrasion resistance, breaking load, and dimensional tolerance — under one roof, eliminating the need to split samples across multiple labs.
Our high-capacity Compression Testing Machine handles all paver block sizes including large-format blocks (300 x 300 mm) and thick blocks (100 mm) with uniform load distribution, ensuring accurate and repeatable results.
Standard paver block testing is completed within 3-5 working days including all five tests and report generation. Rush processing is available for urgent factory acceptance and project quality audits.
We work with paver block manufacturers as their designated third-party testing laboratory, providing routine batch testing and annual quality audit reports that help maintain product consistency and market credibility.
IS 15658:2021 — "Precast Concrete Blocks for Paving — Specification" — is the parent code for paver block testing in India. It specifies six mandatory tests: (1) Compressive strength on 100 mm equivalent cubes — minimum 30 N/mm² (M30 grade), 35 (M35), 40 (M40), 50 (M50). (2) Flexural strength via 3-point bending — typically 4.5–6.5 N/mm². (3) Tensile splitting strength — typically 3.6–4.5 N/mm². (4) Water absorption — max 6% (Class 30), 5% (Class 35+). (5) Abrasion resistance via Bohme test — max 24 cm³/50 cm². (6) Dimensional tolerance — ±2 mm length, ±3 mm width, ±5% thickness. Type designations by use: M30/M35 for footpaths/pedestrian, M40 for medium-traffic parking, M50 for heavy industrial / bus terminals.
Per IS 15658:2021 Table 1, minimum compressive strength of paver blocks (28-day, equivalent 100 mm cube): M30: 30 N/mm² — footpaths, pedestrian areas, gardens. M35: 35 N/mm² — light vehicular use, residential driveways. M40: 40 N/mm² — medium-traffic parking, commercial use, light industrial. M50: 50 N/mm² — heavy-traffic industrial yards, bus terminals, ports, container yards. M55-M60 — special applications: power plant, airport apron, military hardstanding. Acceptance per IS 15658: mean of 3 blocks ≥ specified, no individual block below specified − 4 N/mm². Same compression machine setup as concrete cube testing per IS 516.
Per IS 15658:2021 and IRC SP 63:2018 "Guidelines for Use of Interlocking Concrete Block Pavement": Pedestrian / footpath: 60 mm thickness, M30 grade. Residential driveway / light vehicular: 60–80 mm, M30/M35. Parking areas / commercial: 80 mm, M35. Medium-traffic streets, bus stops: 80–100 mm, M40. Container yards, industrial floors, ports: 100–120 mm, M50. Airport aprons, ROBs: 120 mm+, M55+. Block thickness selection is also influenced by sub-grade CBR, joint sand specification, and edge restraint design — covered by IRC SP 63 nomograms. NKMPV provides full paver block testing per IS 15658 with NABL accreditation; reports include all six mandatory tests and IRC SP 63 use-classification.
Coverage
Wherever your project is, there are two ways to work with NKMPV on Paver Block 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 →
Paver Block Testing is carried out to IS 15658:2006, IS 516:1959, IS 1199:1959 and IRC SP 63:2018, 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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