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Predict, Prevent and Preserve.

Roadways deteriorate slowly at first, but once water infiltrates the sub-base, the surface loses its sealing capacity and failure accelerates exponentially (Cour des comptes, 2022). Restoring a road left to neglect costs three to five times more than proactive, timely maintenance (World Bank, 1988).


The fiscal consequences of deferred maintenance are severe. In Finland, the state transport network faced a repair backlog of 4.3 billion euros at the end of 2025, 2.6 billion of it on roads (Väylävirasto, 2026). Across the European Union, the broader socioeconomic toll of transport, such as congestion, adds 987 billion euros a year in external costs that users do not pay, with gridlock alone accounting for 27 percent of that figure (European Commission, 2019).


Traffic-speed ground penetrating radar (GPR) exposes subsurface degradation long before it manifests visible distress at the surface. This page outlines the quantifiable benefits of acting on subsurface intelligence, backed by verified global figures.

 

Predict

Defensible planning: By feeding precise, georeferenced layer thicknesses and condition maps into AMG Viewer Edition, asset managers can generate multi-year budgets and remaining-life estimates rooted in objective data rather than guesswork. Finland’s national road agency already selects its repaving candidates using measured structural conditions, backing its long-term asset strategies with bearing-capacity measurements and GPR surveys (Minister of Transport and Communications, answer to Parliament, 2025).

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A network baseline: Successive high-speed surveys map exact rates of structural change over time. This approach ensures that funding is allocated to real-world structural needs rather than arbitrary calendar cycles. France’s Cour des comptes (2022) identifies reliable structural diagnostics as the foundational step of any viable maintenance policy, noting that objective, frequent network tracking remains far too rare.

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Empirical measurement: Data replaces assumptions. In the US Strategic Highway Research Program (SHRP), radar-derived layer thicknesses aligned with physical core samples to within 5 percent using only a single calibration core per site (SHRP-P-397, 1994). The methodology is fully standardised in international standards: ASTM D4748 for layer thickness, D6087 for bridge decks, and D6432 for GPR surveys. For airfields, these non-destructive layer profiles serve as the direct inputs required to calculate the Pavement Classification Rating (PCR) under ICAO’s newer ACR-PCR method (ICAO Doc 9157 Part 3, 2022).

 

Prevent

Lower lifecycle costs: Remediating a wet aggregate layer or sealing a micro-crack today is vastly cheaper than a full reconstruction down the line. A single dollar invested in timely pavement preservation eliminates or delays six to ten dollars of intensive rehabilitation or reconstruction costs later (Transportation Research Board, TR News, 2003).

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Mitigated asset failures: Proactive diagnostics catch hidden moisture, subgrade voids, delamination, and deep cracks before they evolve into potholes, washouts, or emergency bridge closures. Finland’s Ministry of Transport and Communications emphasises that proactive, well-timed maintenance reduces the repair backlog while simultaneously increasing safety, network reliability, and cost-effectiveness (answer to Parliament, 2025). The French Cour des comptes (2022) reached an identical conclusion: monitoring and forecasting pavement conditions allows interventions to be executed at the ideal moment, yielding substantial public savings and sparing agencies from much heavier repairs later.

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Fluid traffic flow: High-speed radar surveys require zero lane closures or traffic disruptions. Spotting anomalies months in advance allows agencies to schedule preservation work during low-traffic windows rather than being forced into emergency closures. In the United States, work zones are responsible for roughly 10 percent of all road congestion (FHWA, 2005), generating 889 million vehicle-hours of delay in a single year (Oak Ridge National Laboratory, 2004). Nationwide, gridlock costs commuters 9.8 billion hours of lost time and 269 billion dollars a year (Texas A&M Transportation Institute, 2025).

 

Preserve

Extended asset lifespans: Keeping existing pavements and bridge decks operational defers the heavy material demands and carbon footprint of full reconstruction. Life-cycle assessments demonstrate that preventive preservation lowers a road’s cumulative greenhouse gas emissions, even when accounting for the emissions of the maintenance work itself (Rutgers University, 2019).

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Reduced fuel consumption: Rougher road surfaces increase rolling resistance, forcing engines to work harder and burn more fuel. Every additional metre per kilometre of roughness (IRI) raises passenger car fuel consumption by 2 to 3 percent, and heavy truck consumption by 1 to 3 percent (Zaabar and Chatti, Transportation Research Record, 2014). At network scale the penalty adds up: by the same authors’ estimate, lowering the average roughness of the US network by one IRI unit would save between 24.5 and 73.5 billion dollars a year in car repair and maintenance costs alone (Chatti and Zaabar, NCHRP Report 720, 2012). A before-and-after study of the M-50 motorway in Madrid found that a 27 percent reduction in pavement roughness brought a 10 percent drop in fuel consumption and emissions per vehicle: more than 5.5 million litres of fuel and 15,000 tonnes of CO₂ a year on the rehabilitated sections, counting one direction of travel only (Llopis-Castelló et al., Transportation Research Part D, 2026).

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Early moisture detection: Heavy traffic loads and moisture infiltration compounded by intense freeze-thaw cycles are the two primary catalysts for structural road wear (Cour des comptes, 2022). High-speed GPR moisture mapping pinpoints exactly where water is trapped long before the surface displays visible signs of distress.

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Zero disruption: The diagnostic process requires no physical coring, no destructive material sampling, and no road closures, eliminating survey-related traffic queues and material waste.

 

Regional case studies

 

Finland

  • Network scale: 78,000 km of state-maintained roads, of which 50,500 km are paved (Minister of Transport and Communications, 2025).

  • The backlog: The road network’s repair backlog stood at 2.64 billion euros at the end of 2025, within a state transport infrastructure backlog of 4.28 billion euros. At the current funding level it is forecast to exceed five billion euros by 2030 (Väylävirasto, 2026).

  • The strategy: Resurfacing sections are selected via regular objective measurements, prioritising rutting, roughness and surface distress. These metrics are cross-referenced with local drainage conditions, historic maintenance logs, and pavement thickness relative to traffic volumes. Final structural engineering designs are rigorously backed by bearing-capacity metrics, ground penetrating radar profiles, and material studies.

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France

  • Network scale: 1.1 million km of roads in all, including 12,000 km of non-conceded national roads managed by the state. That national network alone was valued at 137 billion euros at the end of 2019.

  • The backlog: In about ten years, the share of the national network’s surface needing maintenance work rose from 43 to 53 percent.

  • The strategy: Asset tracking remains fragmented: only 40 percent of the departments audited had assessed the condition of their whole network, and most local programmes follow their own criteria rather than clear rules linking the measured condition to the funding. The state spends about 121,000 euros per kilometre a year on the non-conceded national roads, the departments about 15,000 euros per kilometre on theirs. This gap weighs on an ageing stock that includes 200,000 to 250,000 bridges, many built after the Second World War for a design life of about a hundred years (Cour des comptes, 2022).

 

What radar measures

Layer thicknesses along the whole section; moisture, voids and delamination; cracks; in structures, reinforcement, prestressing cables, concrete cover and the condition of decks. At traffic speed, with no coring and no closure, and the survey itself kept in AMG Viewer Edition as the baseline for the next.

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