Proven structural stability under real-world conditions

Freeze–thaw cycles are one of the primary causes of premature deterioration of traditional road infrastructure. Water infiltration into the structure, followed by expansion during freezing, leads to cracking, rutting, loss of bearing capacity, and repeated interventions.

LL-TECH technology was developed to address this structural issue. By transforming in-place materials into a dense, cohesive structure with very low permeability, it limits water migration within the pavement structure and sustainably stabilizes bearing capacity, including under saturated conditions and repeated thermal cycles.

Validated performance

Independent testing conducted in accordance with ASTM and AASHTO standards, including Hamburg Wheel Tracking and MMLS tests, demonstrates:

  • high resistance to rutting under immersion,
  • no cracking under repeated cycles,
  • mechanical stability maintained after thousands of load passes.

These results are directly related to freeze–thaw performance, as winter deterioration results precisely from the combined action of water, freezing, and repeated loading.

Field performance in cold climates

The performance of LL-TECH technology has been observed at numerous sites exposed to recurrent winters, annual freeze–thaw cycles, and prolonged moisture conditions, both in North America and in Europe.

Unlike traditional asphalt structures, no freeze-related structural degradation has been observed at the evaluated sites after several full winters of operation.

These findings demonstrate a road infrastructure that remains stable over time, capable of withstanding the most demanding climatic conditions without heavy maintenance.

Laboratory validation

Hamburg Wheel Tracking tests confirmed high mechanical resistance under severe test conditions. Stabilized specimens withstood 20,000 wheel passes under immersion, with limited deformation.

Mountain Warfare Training Center, Northern California

This military base is located in a cold alpine environment, at an elevation ranging between 6,000 and 12,000 feet, with annual temperatures varying from −29 °C in winter to +32 °C in summer.

This project enabled the immediate commissioning of a high-capacity platform for heavy aircraft, providing proven durability in cold climates, deployment compliant with military schedule requirements, and execution under the supervision of U.S. federal authorities, thereby demonstrating LL-TECH’s ability to rapidly and durably deliver critical military air infrastructure, even in extreme environments.

Battersburgh – Leesville, Ohio, United States

  • Local road on silty-clay soil
  • Average annual temperatures: −7 °C to +29 °C (19 °F to 84 °F)
  • Freeze exposure since installation: approximately 960 days

Result: no cracking, no repairs. To open one row at a time, consider keeping the content in each row approximately the same length.

Rockford, Illinois, United States

  • Heavy industrial access on saturated clay soil
  • Average annual temperatures: −6 °C to +28 °C (15 °F to 83 °F)
  • Freeze exposure since installation: approximately 1,080 days

Result: bearing capacity maintained, no deformation observed.

Benton Harbor, Michigan, United States

  • Port access on saturated sandy and clay soils
  • Average annual temperatures: −7 °C to +28 °C (20 °F to 83 °F)
  • Freeze exposure since installation: approximately 1,170 days

Result: stability maintained under saturated conditions.

Alexandria, Minnesota, United States

  • Heavy trucking platform on heavy clay
  • Average annual temperatures: −17 °C to +28 °C (1 °F to 82 °F)
  • Freeze exposure since installation: approximately 1,280 days

Result: resistance maintained under repeated freeze cycles.

Elgin, Illinois, United States

  • Urban road on moist clayey silt
  • Average annual temperatures: −6 °C to +28 °C (15 °F to 83 °F)
  • Freeze exposure since installation: approximately 960 days

Result: structure remained intact after multiple freeze–thaw cycles.

Pairi Daiza, Belgium

  • Tourist pathways and platforms on moist silty sand
  • Average annual temperatures: −2 °C to +26 °C (28 °F to 79 °F)

    Result: stability maintained under operational traffic.