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For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
Road roughness testing to IRC SP 16 with a fifth-wheel bump integrator — unevenness index (UI) and IRI equivalent for highway acceptance and maintenance
IRI stands for International Roughness Index — the standard measure of road surface roughness in m/km, captured by a bump integrator or Network Survey Vehicle. Thresholds for acceptance follow IRC SP 16. NKMPV measures road roughness / IRI to IRC SP 16.
The fifth wheel bump integrator is a towed, single-wheel trailer device that measures the cumulative vertical displacement of a road surface as a vehicle travels over it. The result is expressed as the Unevenness Index (UI) in mm/km, which directly reflects the riding quality experienced by road users.
The following roughness parameters and IRC-specified acceptance limits govern the bump integrator test. Limits vary based on the type of construction and road category.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Unevenness Index (UI) — New NH/SH Surface | ≤ 1,500 | mm/km | IRC SP 16 / MoRTH Cl. 501.8 |
| Unevenness Index (UI) — New Overlay | ≤ 1,800 | mm/km | IRC SP 16 |
| Unevenness Index (UI) — Good Condition Road | ≤ 2,000 | mm/km | IRC SP 16 |
| Unevenness Index (UI) — Fair Condition Road | 2,000-3,500 | mm/km | IRC SP 16 |
| Unevenness Index (UI) — Poor Condition Road | > 3,500 | mm/km | IRC SP 16 |
| Equivalent IRI (Correlated from UI) | IRI = 0.0014 x UI + 0.1 (approximate) | m/km | IRC SP 16 Annex |
| Standard Towing Speed | 32 | km/h | IRC SP 16 Cl. 4.2 |
Guidelines for Surface Evenness of Highway Pavements
Specifications for Road and Bridge Works — Section 501 (Surface Evenness and Roughness Acceptance)
Guidelines for the Design of Flexible Pavements for Low Volume Rural Roads
Towed single-wheel trailer with electronic counter
Standard wheel with pneumatic tyre, spring-loaded vertical displacement sensor, cumulative counter reading in mm per km
CalibratedDedicated towing vehicle with speed governor
Maintained at constant 32 km/h with speedometer calibration check before each survey
CalibratedElectronic distance measurement unit
Odometer accuracy within ±0.1% over 1 km, calibrated against measured reference distance
CalibratedHandheld GNSS with external antenna
Metre-level accuracy for start/end chainage referencing and section identification
Calibrated3-metre straight edge with dial gauge
Used for periodic verification of bump integrator response against known roughness profile
CalibratedThe test sections are identified based on client requirements — typically every 250-metre or 500-metre stretch of the road. Start and end chainages are marked with paint or GPS waypoints. The test lane (usually the outer wheel path of the slow lane) is selected per IRC SP 16 protocol. Traffic management arrangements are coordinated if required.
The fifth wheel bump integrator is attached to the towing vehicle. The electronic counter is zeroed and checked for proper response. A speed calibration run is conducted over a measured 1-km section to verify that the towing vehicle maintains a steady 32 km/h. The distance measuring instrument is calibrated against a known reference length. Any deviation beyond ±2% requires re-calibration.
The bump integrator is towed along the designated lane at a constant speed of 32 km/h. The electronic counter records cumulative vertical displacements continuously. Readings are noted at pre-determined intervals (typically every 250 m or 500 m). The operator records start and end counter values for each section, along with chainage, lane, and direction. Both directions of travel are tested for divided carriageways.
For quality assurance, a minimum of 10% of sections are re-tested to check repeatability. Per IRC SP 16, the coefficient of variation between repeat runs should not exceed 10%. If variability is higher, the equipment is re-checked and the section is retested. This ensures the reported roughness values are reliable and defensible.
Raw counter readings are converted to Unevenness Index (UI) in mm/km for each section. UI values are correlated to the International Roughness Index (IRI) using the established relationship in IRC SP 16. Sections are classified into Good (UI ≤ 2,000), Fair (2,000-3,500), and Poor (> 3,500) categories. Chainage-wise roughness profiles are plotted.
The final report includes section-wise UI values, IRI correlation, condition classification, roughness profile charts, lane and direction details, and GPS coordinates. For MoRTH acceptance testing, results are compared against the specified limits for new construction or overlay. The report is delivered in hard copy and digital format, suitable for submission to NHAI, state PWDs, and project consultants.
Our roughness test reports carry NABL accreditation (ISO/IEC 17025:2017), accepted by NHAI, state PWDs, courts, and arbitration tribunals for construction acceptance and dispute resolution.
Our fifth wheel bump integrator is calibrated with traceable standards and verified against known reference sections before every survey. We maintain calibration records as required by our NABL quality system.
Roughness measurements are highly speed-sensitive. Our dedicated towing vehicle maintains a constant 32 km/h with speed governor verification, ensuring accurate and repeatable UI values that meet IRC SP 16 requirements.
We mobilise the bump integrator unit to project sites across Haryana, Punjab, and Himachal Pradesh within 24-48 hours. For multi-lane highway projects, we can survey 20-40 km per day with same-week report delivery.
We combine roughness testing with FWD structural evaluation, NSV surface condition surveys, and traffic surveys to provide a complete pavement diagnosis — from riding quality to structural capacity to remaining life estimation.
Road roughness is the longitudinal unevenness of a pavement surface — the up-and-down deviations from a perfectly smooth profile. It directly affects ride comfort, fuel consumption, dynamic axle loads, and vehicle wear. Measured by two main methods: (1) International Roughness Index (IRI) per ASTM E1926 / IRC SP 16 — derived from laser-profilometer measurements of the actual road profile, reported in m/km. (2) Bump Integrator per IRC SP 16 — a trailer-towed mechanical device measuring cumulative vertical movement per km. NKMPV uses both: NSV-based IRI for network surveys, bump integrator for project-level acceptance where IRC SP 16 prescribes.
Per IRC SP 16:2019: Newly constructed National Highway: IRI ≤ 2.0 m/km on 80% of the length, with no segment exceeding 2.5 m/km. Newly constructed Expressway: IRI ≤ 1.6 m/km on 90% of the length. Operating highway maintenance thresholds: IRI ≤ 2.5 m/km satisfactory, 2.5-3.5 m/km plan-maintenance, > 3.5 m/km immediate intervention. Concessionaire HAM/DBFOT projects typically have stricter thresholds tied to milestone payments — IRI ≤ 2.0 m/km on 95% of length, with penalty per percentage non-compliance. NKMPV reports IRI per 100 m and per km segments against the relevant IRC SP 16 acceptance criteria.
Bump Integrator (BI) is a trailer-towed mechanical device measuring cumulative vertical strokes per km (mm/km) — a single-number roughness indicator. Simple, low cost, but lower accuracy and operator-dependent. Still permitted by IRC SP 16 for project-level acceptance on lower-class roads. NSV-based IRI uses a laser profilometer mounted on a network survey vehicle to capture the full longitudinal profile, then computes IRI using the ASTM E1926 quarter-car simulation algorithm. Higher accuracy, fully automated, no operator subjectivity, additional parameters (rutting, cracking) captured in the same pass. NSV-based IRI is mandated for all National Highway condition assessment per MoRTH RW/NH-33044/32/2019. Bump integrator is now used mainly for state highway and PMGSY rural road acceptance.
Coverage
Wherever your project is, there are two ways to work with NKMPV on Road Roughness 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 →
Road Roughness Test is carried out to IRC SP 16, MoRTH 5th Revision and IRC SP 72, 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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