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For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
UPV testing of in-situ concrete to IS 13311 Part 1 — pulse velocity grading, void and honeycomb detection, and crack-depth estimation for buildings and bridges
The Ultrasonic Pulse Velocity (UPV) test is a non-destructive test that sends an ultrasonic pulse through concrete and measures its travel speed to assess quality, uniformity and internal cracks or voids. It follows IS 13311 (Part 1) and is often paired with the rebound hammer. NKMPV performs UPV testing as a NABL-accredited laboratory.
The Ultrasonic Pulse Velocity (UPV) test is a non-destructive method that evaluates the quality, uniformity, and structural integrity of in-situ concrete by measuring the velocity of ultrasonic pulses travelling through the material. As per IS 13311 Part 1, concrete with a pulse velocity above 4.5 km/s is graded 'excellent', while values below 3.0 km/s indicate 'doubtful' quality.
The following parameters are measured and evaluated during UPV testing. The quality grading criteria are specified in IS 13311 Part 1 and are used worldwide for concrete condition assessment.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Pulse Velocity — Excellent Quality | > 4.5 | km/s | IS 13311 Part 1 Table 2 |
| Pulse Velocity — Good Quality | 3.5 - 4.5 | km/s | IS 13311 Part 1 Table 2 |
| Pulse Velocity — Medium Quality | 3.0 - 3.5 | km/s | IS 13311 Part 1 Table 2 |
| Pulse Velocity — Doubtful Quality | < 3.0 | km/s | IS 13311 Part 1 Table 2 |
| Transducer Frequency | 54 kHz (standard) / 150 kHz (for thin sections) | kHz | IS 13311 Part 1 Cl. 4.2 |
| Transit Time Resolution | 0.1 microsecond | microsecond | IS 13311 Part 1 Cl. 4.1 |
| Path Length Accuracy | Measured to nearest 1 mm | mm | IS 13311 Part 1 Cl. 5.2 |
| Calibration Bar Transit Time | Verified against reference bar before each survey | microsecond | IS 13311 Part 1 Cl. 4.3 |
Non-Destructive Testing of Concrete — Methods of Test, Part 1: Ultrasonic Pulse Velocity
Plain and Reinforced Concrete — Code of Practice (Reference for Structural Acceptance)
Testing Concrete in Structures — Determination of Ultrasonic Pulse Velocity
Standard Test Method for Pulse Velocity Through Concrete
Non-Destructive Testing of Concrete — Methods of Test, Part 2: Rebound Hammer (Companion Standard)
Proceq Pundit PL-200
Transit time range 0.1-9999.9 microseconds, frequency range 24-500 kHz, resolution 0.1 microsecond
CalibratedProceq 54 kHz exponential transducer pair
Path length range 50-15000 mm for direct transmission, suitable for standard structural elements
CalibratedProceq 150 kHz flat-face transducer pair
For thin sections (50-300 mm path length), laboratory specimens, and high-resolution scanning
CalibratedProceq standard calibration rod (25.4 microsecond reference)
Known transit time for zero-correction and instrument verification before each survey
CalibratedPetroleum jelly / Ultrasonic coupling gel
Ensures continuous acoustic contact between transducer face and concrete surface, eliminates air gaps
N/AMitutoyo 300 mm digital caliper / Stanley 30 m tape
For accurate path length measurement between transducer faces, least count 0.01 mm (caliper)
CalibratedA test grid is planned from structural drawings, identifying columns, beams, slabs, walls, and any areas of concern (visible cracks, spalling, or suspected honeycombing). The Proceq Pundit instrument is switched on and calibrated using the standard reference bar to verify the transit time reading matches the bar's certified value. If the reading deviates, a zero correction is applied as per IS 13311 Part 1.
The concrete surface at each transducer position is cleaned of loose plaster, paint, or coatings. Rough surfaces are smoothed with a carborundum stone to ensure flat contact. The direct path length between transmitter and receiver positions is measured to the nearest 1 mm using a digital caliper or tape. For semi-direct and indirect methods, the geometric path length is calculated and recorded.
A thin layer of petroleum jelly or coupling gel is applied to both transducer faces and the concrete contact points. The transmitting transducer is placed firmly on one surface and the receiving transducer on the opposite face (direct method), adjacent face (semi-direct), or same face (indirect). The instrument displays the transit time in microseconds. Three to five readings are taken at each location and the average is recorded. The measurement method used is documented for each reading.
Pulse velocity is calculated as: V = L / T, where L is the path length in km and T is the transit time in seconds. The computed velocity is graded against IS 13311 Part 1 Table 2: Excellent (> 4.5 km/s), Good (3.5-4.5 km/s), Medium (3.0-3.5 km/s), or Doubtful (< 3.0 km/s). Velocity contour maps are generated for large structural elements to visually identify zones of lower quality or potential internal defects.
When surface cracks are present, the indirect method is used to estimate crack depth. Transducers are placed equidistant from the crack on the same surface, and the transit time is compared with that measured over an equal path length on sound concrete nearby. The crack depth is calculated using the standard formula from IS 13311 Part 1. This information helps structural engineers assess the severity of cracking.
A comprehensive NABL-accredited report is prepared containing the test grid plan, individual transit times and path lengths, calculated pulse velocities, quality grading for each location, velocity contour maps where applicable, crack depth estimates, instrument calibration records, and the measurement method used at each point. When combined with rebound hammer data, SONREB correlation charts are included for improved strength estimation. Reports are typically delivered same day for standard surveys.
Our UPV test reports carry NABL accreditation under ISO/IEC 17025:2017 and are accepted by NHAI, state PWDs, municipal corporations, courts, and arbitration panels as reliable evidence of concrete quality.
We use the Proceq Pundit PL-200 with both 54 kHz and 150 kHz transducer sets, allowing accurate testing on structural elements ranging from thin slabs to massive bridge piers with path lengths up to 15 metres.
Our engineers are trained in the SONREB combined method, integrating UPV and rebound hammer data for strength estimation accuracy of +/- 15% — significantly better than the +/- 25% of either test used independently.
For large structural elements and critical structures, we generate colour-coded velocity contour maps that visually highlight zones of deterioration, voids, or poor-quality concrete — making it easy for structural engineers to identify problem areas.
Our field team has conducted UPV surveys on hundreds of structures including NH/SH bridges, multi-storey buildings, water treatment plants, and industrial chimneys across Haryana, Punjab, and Himachal Pradesh.
The Ultrasonic Pulse Velocity (UPV) test per IS 13311 Part 1:1992 is a non-destructive test that measures the velocity of an ultrasonic pulse (50–150 kHz) travelling through concrete between a transmitter and receiver transducer. The transit time is measured electronically; the path length is measured physically. UPV = Path Length / Transit Time, reported in km/s. The velocity correlates with concrete density, elastic modulus, and overall quality: >4.5 km/s = excellent, 3.5–4.5 km/s = good, 3.0–3.5 km/s = doubtful, <3.0 km/s = poor. Lower-than-expected UPV indicates internal voids, honeycombing, cracking, or weak zones. The test is widely used for quality verification during construction, condition assessment of existing structures, and forensic investigation after distress.
Per IS 13311 Part 1 Table 2, UPV velocity is interpreted as: >4.5 km/s — excellent (high density, low voids, well-cured concrete); 3.5–4.5 km/s — good (acceptable for most structural applications); 3.0–3.5 km/s — doubtful (further investigation needed; possible micro-cracking, under-curing, or excessive voids); <3.0 km/s — poor (significant defects; structural integrity compromised). Velocity is affected by aggregate type (granite gives higher velocity than sandstone), moisture content (saturated concrete shows higher UPV than dry), reinforcement (passes through steel adds a small constant offset), and concrete grade. For forensic investigation, UPV is always paired with at least one core sample to calibrate the absolute strength relationship.
Three measurement configurations per IS 13311 Part 1:1992: (1) Direct transmission — transducers on opposite faces (e.g., column thickness). Most accurate, recommended where possible. (2) Semi-direct transmission — transducers on perpendicular faces (e.g., corner of a beam). Path length is the straight line between transducers; acceptable but less accurate. (3) Indirect transmission — both transducers on the same face. Least accurate; used only when other faces are inaccessible (e.g., slab on grade, retaining wall back face). For all configurations, transducer surfaces must be coupled to concrete with a gel (silicone grease, petroleum jelly, or commercial UPV gel) to eliminate air gaps. Minimum 3 readings at each location, averaged.
Coverage
Wherever your project is, there are two ways to work with NKMPV on UPV Test.
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 →
UPV Test is carried out to IS 13311 Part 1, IS 456:2000, BS EN 12504-4 and ASTM C597, 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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