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.
FWD deflection testing to IRC 115 and ASTM D4694 — back-calculated layer moduli, overlay thickness and remaining life for highway pavements
FWD stands for Falling Weight Deflectometer — a non-destructive test that drops a known load onto the pavement and measures the deflection bowl to back-calculate layer moduli and residual life. It is used for overlay design per IRC 115. NKMPV performs FWD testing and overlay design to IRC 115.
FWD (Falling Weight Deflectometer) testing measures pavement structural capacity by applying a calibrated impulse load and recording the deflection basin across multiple geophones, per IRC 115 and ASTM D4694. NKMPV is NABL-accredited (TC-14144 under ISO/IEC 17025:2017) for FWD surveys with back-calculated layer moduli reports accepted by NHAI, state PWDs and World Bank-funded overlay-design programmes across India.
The following parameters are measured and derived during FWD testing. Acceptance criteria and design thresholds are governed by IRC 115, IRC 37, and project-specific specifications.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Standard Load Pulse | 40 kN (adjustable 20-120 kN) | kN | ASTM D4694 Cl. 6.2 |
| Load Pulse Duration | 25-30 milliseconds | ms | ASTM D4694 Cl. 6.3 |
| Loading Plate Diameter | 300 mm (standard) / 450 mm (optional) | mm | ASTM D4694 Cl. 6.1 |
| Maximum Centre Deflection (D0) | Varies — typically 200-1500 microns | microns | IRC 115 Cl. 5.3 |
| Number of Geophones | 7-9 sensors at 0, 300, 600, 900, 1200, 1500, 1800 mm offsets | ASTM D4694 Cl. 6.4 | |
| Geophone Resolution | 1 micron (0.001 mm) | micron | ASTM D4694 Cl. 6.4 |
| Backcalculated Subgrade Modulus (MR) | 20-200 MPa (typical Indian subgrades) | MPa | IRC 115 Cl. 6 |
| Pavement Surface Temperature | Recorded for bituminous layer modulus correction | Degrees Celsius | IRC 115 Cl. 5.5 |
Standard Test Method for Deflections with a Falling-Weight-Type Impulse Load Device
Guidelines for Structural Evaluation of Flexible Pavements by Falling Weight Deflectometer
Guidelines for Design of Flexible Pavements (Overlay Design Using FWD Data)
Guidelines for Design of Plain Jointed Rigid Pavements for Highways
Standard Guide for General Pavement Deflection Measurements
Specifications for Road and Bridge Works — Section 900 (Quality Control and Pavement Evaluation)
Dynatest 8002
Load range 7-120 kN, 300 mm load plate, 9 geophones, trailer-mounted for highway-speed deployment
CalibratedDynatest velocity transducers (9 sensors)
Resolution 1 micron, measurement range 0-2500 microns, radial offsets 0 to 1800 mm
CalibratedDynatest integrated controller with GPS
Real-time data logging of deflections, load, temperature, and GPS coordinates per ASTM D4694
CalibratedInfrared non-contact thermometer
Range -20 to 200 degrees Celsius, accuracy +/- 1 degree, for bituminous layer temperature correction
CalibratedELMOD / KGPBACK / IITRigid
Layered elastic analysis for backcalculation of pavement layer moduli from measured deflection basins
N/AVehicle-mounted DMI with pulse encoder
Chainage measurement accuracy +/- 0.1%, synchronised with FWD test points for precise location referencing
CalibratedThe test programme is planned based on project requirements, pavement length, and evaluation purpose (network-level screening vs. project-level detailed assessment). Test intervals are typically 50-100 metres for project-level evaluation and 200-500 metres for network-level surveys per IRC 115. A site reconnaissance is conducted to identify lane markings, chainage references, traffic management requirements, and any pavement sections requiring special attention (distressed areas, bridge approaches, intersections).
The trailer-mounted FWD is deployed to the project site and the equipment is powered on for a warm-up period. A relative calibration check is performed by conducting 5 drops at a reference point and verifying that deflection readings are repeatable within 2% coefficient of variation. The load cell, geophones, and distance measuring instrument (DMI) are verified against factory calibration certificates. GPS coordinates are synchronised and the surface temperature sensor is checked.
At each test point, the FWD loading plate is positioned on the pavement surface in the outer wheel path (most critical trafficking zone). Typically, 3 seating drops followed by 3 test drops at the standard 40 kN load are applied. The seating drops ensure proper plate contact, while the test drops are recorded. The 7-9 geophones simultaneously measure the deflection basin at radial distances of 0, 300, 600, 900, 1200, 1500, and 1800 mm from the load centre. Pavement surface temperature is recorded at each point.
Raw deflection data is screened for anomalies including non-decreasing deflection basins, excessive sensor noise, load variation beyond +/- 5% of target, and sensor malfunction. The coefficient of variation among the 3 test drops at each point is checked — points exceeding 5% CV are flagged for re-testing. Deflections are normalised to the standard 40 kN load if actual loads vary. Temperature corrections are applied to bituminous layer deflections using pavement temperature records.
The screened deflection basins are processed through backcalculation software (ELMOD or equivalent) using a layered elastic model. The software iteratively adjusts the elastic modulus of each pavement layer (bituminous surface, granular base, granular subbase, and subgrade) until the computed deflection basin matches the measured basin within acceptable error limits (typically RMS error < 2%). The backcalculated moduli represent the in-situ structural condition of each layer.
Using the backcalculated layer moduli, the effective structural number (SN) of the existing pavement is computed and compared with the required SN based on projected traffic loading. The remaining structural life is estimated in terms of cumulative standard axle loads (CSA). Where the remaining life is insufficient, overlay thickness is designed per IRC 37:2018 methodology. The analysis segments the road into homogeneous sections based on cumulative difference approach (CDA) of deflection data.
A comprehensive report is prepared containing raw deflection data, normalised deflection basins, backcalculated layer moduli for each test point, homogeneous section delineation, structural adequacy assessment, remaining life analysis, and overlay design recommendations with chainage-wise thickness schedules. The report includes deflection profiles, moduli variation plots, and GPS-referenced location maps. Typical report delivery is within 7-10 working days of field testing completion.
Further reading: FWD vs Benkelman Beam — Pavement Evaluation Methods Compared — accuracy, productivity, IRC 115 vs IRC 81, and which method to choose for highway overlay design.

Our FWD test reports carry NABL accreditation under ISO/IEC 17025:2017 and are accepted by NHAI, state PWDs, concessionaires, and independent engineers for overlay design, dispute resolution, and compliance verification.
We operate the Dynatest 8002 trailer-mounted FWD with 9-sensor geophone array, GPS integration, and automated data acquisition — capable of testing 200-300 points per day on highway projects with minimal traffic disruption.
Our pavement engineers perform backcalculation analysis using ELMOD and KGPBACK software with experience in Indian pavement conditions, subgrade types, and IRC design methodology — ensuring technically sound and practically implementable overlay recommendations.
We integrate FWD structural data with NSV functional data (roughness, rutting, texture), core extraction results, and traffic surveys to deliver a complete pavement condition assessment and prioritised rehabilitation strategy.
Our team has conducted FWD surveys on national highway, state highway, and expressway projects across Haryana, Punjab, Himachal Pradesh, Rajasthan, and Uttar Pradesh, covering thousands of lane-kilometres of pavement evaluation.
The FWD test (Falling Weight Deflectometer test) is a non-destructive structural evaluation of an in-service pavement. A calibrated impulse load (typically 40–65 kN, simulating one wheel of a standard truck axle) is dropped onto the pavement, and the resulting deflection basin is captured by 7–9 geophones at known offsets. The shape of the deflection basin is then back-calculated using software (BACKGA, ELMOD, EVERCALC) per IRC 115 to derive the elastic modulus of each pavement layer (subgrade, sub-base, base, surface). The layer moduli feed pavement-rehabilitation design under IRC 115 / IRC 81.
FWD is the only field test that measures pavement structural capacity without coring or excavation. NHAI mandates FWD-based evaluation under IRC 115 for: (1) overlay-design data input for periodic maintenance of National Highways, (2) acceptance testing of newly constructed pavements before defect-liability period commences, (3) condition-based handover assessments at concessionaire milestone gates, and (4) forensic investigation of premature pavement failure. State PWDs commonly use FWD for State Highway and Major District Road overlay programmes. The non-destructive nature means traffic disruption is limited to slow-moving cones, with no closure required.
The FWD test measures the deflection basin — vertical pavement movement at the load point and at 6–8 offset distances (typically 0, 200, 300, 450, 600, 900, 1200, 1500, 1800 mm). The peak deflection at the load point indicates overall pavement stiffness; the deflection at outer geophones reflects subgrade strength; intermediate-geophone deflections reflect base and sub-base layer moduli. Software back-calculation transforms the deflection basin into elastic modulus values per layer — these become the inputs to IRC 115 mechanistic-empirical overlay design.
Benkelman Beam measures only a single deflection point under a slow-moving truck load — sufficient for the older IRC 81:1997 overlay design which used only peak deflection. FWD captures the full deflection basin across multiple geophones, which is required for IRC 115:2014 mechanistic-empirical layer-moduli back-calculation. FWD is the IRC-current standard; Benkelman Beam is still permitted under IRC 81 but is being phased out. NKMPV operates both. See our FWD vs Benkelman Beam comparison for a head-to-head technical breakdown.
FWD pricing is per-test-point or per-km. Typical 2026 rates: Rs. 350–650 per test point for project-level work, Rs. 2,500–4,500 per km for highway corridor surveys (typically tests every 50–100 m), and Rs. 25,000–40,000/day for daily-rate engagements. NHAI projects sit at the upper end because of IRC 115 documentation requirements and the back-calculation deliverable. NABL accreditation adds ~15–20%. See our FWD test cost guide for project-specific pricing scenarios.
Field FWD productivity is high — 200–400 test points per day in plain terrain with a single FWD unit, equivalent to 20–40 km of highway corridor at 100 m test spacing. Hilly terrain drops to 150–250 points/day. A typical 50 km NHAI corridor (500 test points at 100 m spacing) takes 2–3 days field + 4–5 days back-calculation and IRC 115 report, total 7–10 working days. Project-level work (testing 50–100 points at a critical section) can be a single day field + 2 days report.
Coverage
Wherever your project is, there are two ways to work with NKMPV on FWD 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 →
FWD Test is carried out to ASTM D4694, IRC 115:2014, IRC 37:2018 and IRC 58:2015, 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.
Need FWD Test for your project?