Gatineau Ca
Gatineau, Canada

Existing Pavement Evaluation in Gatineau: Avoiding Costly Overlays on Weak Subgrades

We see it often: contractors in Gatineau assume the old asphalt is strong enough and overlay directly, only to crack within two winters. The freeze-thaw cycles here, combined with the sensitive Champlain Sea clay that underlies much of the city, create a subgrade that can lose bearing capacity rapidly. A proper existing pavement evaluation before rehabilitation saves money by identifying weak spots, measuring layer thicknesses, and checking drainage conditions. We combine coring with a georradar GPR survey to map subsurface anomalies without digging up every section, and we always correlate results with the capacidad de carga of the underlying soil to avoid structural surprises.

Illustrative image of Existing pavement evaluation in Gatineau
In Gatineau, a 150 mm core often reveals that the old base course is saturated, reducing its modulus by half compared to dry conditions.

Scope of work in Gatineau

Gatineau sits on a mix of glacial till, alluvial deposits, and that notorious Leda clay, which is highly sensitive to disturbance and has low residual strength. Our evaluation protocol starts with a visual distress survey to classify cracking and rutting, then we take cores at 200 m intervals to measure asphalt thickness and perform laboratory tests for resilient modulus. We also conduct ensayo CBR on the subgrade samples to determine its California Bearing Ratio under soaked conditions, and we run clasificacion suelos using CFEM (Canadian Foundation Engineering Manual) to confirm the soil type. This data feeds directly into the structural number calculation for the overlay design. For sections with high moisture, we add a falling weight deflectometer (FWD) test to back-calculate layer moduli in situ, which gives us a realistic stiffness profile for the entire pavement system.
Existing Pavement Evaluation in Gatineau: Avoiding Costly Overlays on Weak Subgrades
ParameterTypical value
Asphalt core length150 mm (typical)
Core diameter100 mm (4 in)
Subgrade CBR (soaked)2% – 8% (Leda clay)
Resilient modulus (Mr) lab20 – 80 MPa
FWD deflection basin0.3 – 1.2 mm at 40 kN
Layer thickness tolerance± 10 mm per core

Typical technical challenges in Gatineau

The falling weight deflectometer we use in Gatineau is a trailer-mounted unit that drops a 40 kN load onto a 300 mm plate, measuring deflection with seven geophones. If the subgrade is saturated from spring thaw, the deflection basin can triple, indicating a structural deficiency that an overlay alone cannot fix. We also encounter risk from frost heave in the till layers, which creates differential heaving that cracks the pavement longitudinally. Our evaluation identifies these zones before you commit to a rehabilitation strategy, allowing you to plan for drainage improvements or even full-depth reclamation where the Leda clay is too weak to support additional weight.

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Email: contact@geotechnical-engineering.org
Applicable standards: ASTM D4694 (Falling Weight Deflectometer), ASTM D5858 (Subsurface Pavement Layer Moduli), AASHTO T 307 (Resilient Modulus of Soils), CSA A23.3 (Concrete pavement structural design reference)

Our services

We offer three core services for existing pavement evaluation in Gatineau, each tailored to the local geology and climate.

Visual Distress & Core Survey

Systematic crack mapping and core extraction at 200 m stations. We measure asphalt thickness, record alligator cracking, rut depth, and edge ravelling. Each core is logged for layer composition and photographed for the report.

FWD Deflection Testing

Falling weight deflectometer testing at 50 m intervals with 40 kN drop load. We back-calculate the effective modulus of each layer and identify weak subgrade pockets that need full-depth repair before overlay.

Subgrade Sampling & Lab Characterization

Bulk samples from core holes or test pits at representative locations. We perform CBR, Atterberg limits, grain size, and resilient modulus testing to provide the data needed for mechanistic-empirical overlay design per AASHTOWare.

Frequently asked questions

What does an existing pavement evaluation include in Gatineau?

A typical evaluation covers visual distress mapping, core extraction at 200 m intervals, FWD deflection testing, and laboratory testing of subgrade samples. We also check drainage conditions and review any previous pavement records. The final report gives you layer thicknesses, material properties, and recommended rehabilitation options.

How much does an existing pavement evaluation cost in Gatineau?

For a standard 1 km section with cores every 200 m and FWD at 50 m, the cost ranges between CA$1.690 and CA$5.080 depending on site access, number of cores, and lab tests required. We provide a fixed quote after a site visit to confirm the scope.

Why is FWD testing important for Gatineau pavements?

Gatineau's Leda clay loses strength when wet, and FWD testing measures the actual in-situ deflection under load. This tells you if the subgrade is too weak to support an overlay. Without FWD data, you risk placing new asphalt over a failed base, which cracks within one freeze-thaw cycle.

Can you evaluate a parking lot or small driveway in Gatineau?

Yes, we handle projects of all sizes. For small areas we use a portable FWD unit and take hand-auger subgrade samples. The evaluation approach is the same: identify weak zones, measure layer thickness, and recommend a cost-effective repair strategy.

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