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Field Permeability Testing (Lefranc & Lugeon) in Winnipeg

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In a city built on the bed of a prehistoric lake, groundwater is never just an afterthought. Winnipeg's soil profile is dominated by the legacy of glacial Lake Agassiz: thick, plastic clays interbedded with silt lenses and underlain by carbonate bedrock. What we see time and again on sites from Transcona to Charleswood is that the actual field permeability rarely matches what a desktop study predicts. A test pit might reveal the stratigraphy, but it won't quantify how water moves through a fractured till or a sandy interlayer under a proposed basement. That's precisely where a field permeability test, whether a Lefranc in soil or a Lugeon in rock, becomes indispensable. The data we gather at depth informs dewatering plans, cutoff wall designs, and even the long-term durability of concrete in contact with local groundwater chemistry.

A single Lugeon test in fractured Winnipeg limestone reveals more about groundwater risk than a hundred grain-size curves from the overlying clay.

Methodology and scope

Both methods follow ASTM D6391 for packer testing in rock, while the Lefranc procedure aligns with the principles of BS 5930 and the Canadian Foundation Engineering Manual. In Winnipeg, the practical relevance is tied directly to the variable nature of the glacial till: its matrix-supported texture can give a misleadingly low permeability in a bulk sample, yet preferential flow paths along fissures in the till can move significant water. This is why we often pair the Lugeon test in the underlying limestone with a triaxial test on the overlying clay to separate matrix permeability from structural defects. The Lugeon value, expressed in Lugeon units, tells us not just the rock mass permeability but also the fracture behavior under pressure—critical for grouting decisions on Red River floodway structures or deep sewer tunnels.
Field Permeability Testing (Lefranc & Lugeon) in Winnipeg
Technical reference image — Winnipeg

Local considerations

The contrast between two areas of the city illustrates the risk perfectly. In the Assiniboine River corridor, where alluvial sands and silts overlie the till, we routinely measure permeability values high enough to require wellpoint dewatering for any excavation deeper than three meters. Drive fifteen minutes east to the heavy clays of St. Boniface, and the Lefranc test often shows such low permeability that contractors assume they can dig dry—until they hit a sand lens at four meters and the trench collapses. This is the reality of building in a lacustrine plain: the soil memory of ancient shorelines and ice-rafted dropstones creates abrupt changes in drainage conditions. Ignoring these contrasts leads to flooded pits, unstable slopes, and foundation concrete that cures under hydraulic pressure instead of in controlled conditions.

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Technical parameters

ParameterTypical value
Test standard for rockASTM D6391 / ISRM Suggested Method
Lefranc test standardBS 5930 / CFEM (constant or falling head)
Typical depth range in Winnipeg5 to 35 meters below ground surface
Lugeon pressure stages5 steps, typically 0.5 to 1 MPa maximum
Borehole diameter for LugeonNQ to HQ core hole (76 to 96 mm)
Test zone length3 to 5 meters isolated by pneumatic packer
Reported parameterLugeon units (1 Lu ≈ 1.3 × 10⁻⁷ m/s)
Lefranc variable head validityk ≤ 5 × 10⁻⁵ m/s (fine soils)

Associated technical services

01

Lugeon Packer Testing in Bedrock

We perform multi-pressure stage Lugeon tests in HQ boreholes drilled into the Ordovician limestone beneath Winnipeg. The data interpretation follows Houlsby's criteria, distinguishing laminar flow from fracture dilation and washout—essential for dam abutments, riverbank stabilization, and deep infrastructure where grout takes must be estimated accurately.

02

Lefranc Variable & Constant Head Testing in Overburden

For the glacial till and Lake Agassiz clays, we run Lefranc tests using both falling and constant head configurations depending on the expected permeability range. The test section is isolated with a pneumatic packer, and we monitor recovery with pressure transducers to detect any communication with surface water or buried utilities.

Applicable standards

ASTM D6391-11: Standard Test Method for Field Measurement of Hydraulic Conductivity Using a Borehole (Packer Test), Canadian Foundation Engineering Manual (CFEM) 4th Edition, Section 4.6, BS 5930:2015+A1:2020 Code of practice for ground investigations, ASTM D5092-04: Standard Practice for Design and Installation of Groundwater Monitoring Wells (relevant for test preparation)

Frequently asked questions

What is the typical cost of a Lugeon or Lefranc test in Winnipeg?

A single field permeability test in the Winnipeg area generally runs between CA$900 and CA$1,430, depending on the depth, number of pressure stages, and whether the borehole is already available or must be drilled specifically for the test. Mobilization and data reporting are included in that range.

When do I need a Lugeon test instead of a Lefranc test?

The Lugeon test is for rock, specifically the limestone and dolomite bedrock below the glacial drift in Winnipeg. If your project involves anchors socketed into bedrock, deep foundations bearing on limestone, or a tunnel in rock, you need the Lugeon. The Lefranc test is for the overburden—the clay, silt, and till—and is the right choice for basement dewatering analysis or cut-and-cover excavation planning.

How long does a typical field permeability test take on site?

A single Lugeon test with five pressure stages takes about 90 to 120 minutes once the packer is set. A Lefranc test in the clay till can take longer—sometimes two to three hours—because the low permeability means the water level recovers slowly. We always plan for at least half a day per test to allow for proper saturation and stabilization.

Can these tests tell me if my excavation will stay dry?

They provide the most reliable input for a dewatering assessment, but they are not a yes/no answer by themselves. The permeability value we measure, combined with the stratigraphy from the borehole log, lets your hydrogeologist calculate inflow rates and design a dewatering system. A series of tests across the site gives you the range of conditions to expect, which is far more useful than a single number.

Do you need a special borehole for the Lugeon test?

Yes, it must be a cored hole, typically HQ size, so the packer can seal against a smooth, stable rock wall. The borehole should be drilled with clean water, not drilling mud, to avoid clogging the fractures we are trying to test. We can coordinate the drilling and testing as a single package to ensure the hole preparation meets ASTM D6391 requirements.

Location and service area

We serve projects across Winnipeg and its metropolitan area.

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