Trois Rivieres
Trois-Rivieres, Canada

Flexible Pavement Design in Trois-Rivières

NBCC 2020 and CSA A23.3 define the structural and material requirements for flexible pavement design in Trois-Rivières. The city sits on the north shore of the Saint Lawrence, at the mouth of the Saint-Maurice River, on a thick deposit of Champlain Sea clays and deltaic sands. Frost penetration here exceeds 1.5 metres in an average winter. That freeze-thaw cycle is the number one pavement killer. We design asphalt sections that work with the subgrade, not against it. Layer coefficients, drainage, and the right granular base thickness matter more here than in warmer regions. For sites with marginal subgrade, we correlate pavement design with a CBR road study to validate the bearing capacity of the compacted formation before placing the first lift.

Frost depth in Trois-Rivières exceeds 1.5 m. If the granular base doesn't cut capillary rise, the pavement fails before the first truck rolls.

Methodology applied in Trois-Rivieres

A recent industrial lot off Boulevard des Forges showed us again why standard catalog designs fail in Trois-Rivières. The top 600 mm looked decent—sandy silt, some gravel. Below that, a 2-metre band of sensitive clay with moisture content above the plastic limit. The owner had a generic 3-layer section from a software output. We redesigned it: 180 mm of HL-8 asphalt over 300 mm of MG-20 crushed stone, with a geotextile separation layer and subdrains spaced at 15 metres. The key was not adding more asphalt—it was controlling water and preventing fines migration. Our approach uses the AASHTO 93 method adapted to local frost indices and traffic spectra. We model ESALs based on actual truck counts from the port and Highway 40 corridors. The result is a pavement that drains, breathes, and survives the spring thaw without rutting.
Flexible Pavement Design in Trois-Rivières
Flexible Pavement Design in Trois-Rivières
ParameterTypical value
Design methodAASHTO 1993 adapted to NBCC frost index
Minimum asphalt thickness125 mm for collector roads
Typical base courseMG-20 crushed stone, 250–350 mm
Subbase requirementMG-112 granular, 300–450 mm on clay
Frost protection layerGranular or rigid insulation where required
Subgrade modulus targetCBR ≥ 6% post-compaction
Drainage coefficientCd = 0.8–1.0 depending on subdrain spacing

Demonstration video

Critical ground factors in Trois-Rivieres

Trois-Rivières has two pavement enemies: frost heave in winter and softening in spring. The silty clays of the Champlain Sea deposit are moderately to highly frost-susceptible. Without proper granular thickness, ice lenses form at the subgrade interface. Come April, those lenses melt and the road base turns to soup. We've measured CBR drops from 12% to 3% within two weeks of thaw in untreated sections. Another risk is the water table—often within 2 metres of the surface near the Saint-Maurice floodplain. Capillary rise feeds moisture into the base course year-round. We mitigate this with free-draining granular layers and edge drains, designed to lower the phreatic surface below the frost zone. A pavement that ignores drainage in this city is a liability.

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Applicable standards: NBCC 2020 (National Building Code of Canada), CSA A23.3:19 (Concrete structures – but referenced for pavement jointing and tied shoulders), MTQ – Tome VII (Ministère des Transports du Québec – Pavement design standards), BNQ 2560-114 (Granular materials for road construction)

Our services

Our flexible pavement design in Trois-Rivières covers the full chain from subgrade investigation to thickness design and construction specifications.

Subgrade evaluation

In-situ CBR tests, dynamic cone penetration, and sampling to classify frost susceptibility of the formation soil.

Pavement thickness design

AASHTO 93 layer analysis calibrated with local traffic data (ESALs) and frost penetration depth for the Trois-Rivières area.

Drainage and frost protection

Design of subdrain networks, geotextile separation, and granular frost blankets to prevent heave and spring softening.

Frequently asked questions

What's the typical pavement structure in Trois-Rivières for a commercial parking lot?

For a parking lot with light truck traffic, we usually specify 100–125 mm of asphalt over 300 mm of MG-20 base course, on a geotextile separator. If the subgrade is the Champlain clay, we add 350 mm of MG-112 subbase. The exact build-up depends on the CBR test results and the frost susceptibility classification.

What is the estimated cost range for flexible pavement design in Trois-Rivières?

A flexible pavement design package for a standard commercial or industrial site in Trois-Rivières ranges from CA$2,280 to CA$6,300, depending on the number of boreholes, traffic data analysis, and whether frost-depth monitoring is included.

How do you account for the freeze-thaw cycles in this region?

We use the MTQ frost index for the Mauricie region and design the total granular thickness to cover at least 85% of the historical frost penetration depth. This prevents ice lens formation at the subgrade interface. We also specify open-graded base materials and edge drains to intercept meltwater before the subgrade saturates in spring.

Coverage in Trois-Rivieres