BC
Burnaby Ca
Burnaby, Canada

Field Permeability Testing (Lefranc / Lugeon) in Burnaby

Burnaby grew fast after the 1950s, pushing development onto the steep slopes of Burnaby Mountain and the low-lying floodplains of the Brunette River. Those contrasting geologies — glacial till over bedrock, deltaic sands, and organic silts — make permeability a critical design parameter. A field permeability test (Lefranc / Lugeon) is the only reliable way to measure in-situ hydraulic conductivity in these layered profiles. We run constant-head and falling-head tests depending on the formation, targeting the saturated zone below the water table. For shallow infrastructure in the City of Burnaby we often pair this with a dilatometer test to capture horizontal stress and stiffness simultaneously. The data feeds directly into dewatering design, seepage analysis, and foundation drainage specifications.

Illustrative image of Permeabilidad campo in Burnaby
In Burnaby’s till-and-sand stratigraphy, a single field permeability test can cut dewatering cost estimates by 30 % versus table values.

Service characteristics in Burnaby

Burnaby sits approximately 90 m above sea level at its central plateau, but the ground beneath varies from dense till on the north to soft Fraser River delta deposits along the south edge. In the Capitol Hill area we frequently encounter till with very low permeability — below 10⁻⁷ m/s — while near the Still Creek corridor the sands and silts show 10⁻⁵ to 10⁻⁴ m/s. Our field permeability test (Lefranc / Lugeon) procedure follows CSA Z768, using single- and double-packer configurations for discrete depth intervals. We inject at low pressures (0.1 bar increments) to avoid hydrofracturing the formation. When the soil is cohesionless and saturated, we supplement the test with a cone penetration test to assess stratigraphy continuously. This combination gives Burnaby engineers a complete picture of vertical and horizontal drainage paths before excavation.
Field Permeability Testing (Lefranc / Lugeon) in Burnaby
ParameterTypical value
Test methodLefranc (constant / falling head) — Lugeon (packer)
Pressure range0.1 – 1.0 bar (incremental steps)
Measured parameterHydraulic conductivity (k) in m/s
Applicable soilsGravel, sand, silt, till — not pure clay
Depth range1.5 – 30 m (limited by casing / borehole stability)
Typical test duration30 – 90 min per interval

Typical technical challenges in Burnaby

The National Building Code of Canada (NBCC 2020) requires groundwater control measures for any excavation deeper than 1.2 m in Burnaby. If the field permeability test (Lefranc / Lugeon) is skipped, designers rely on published soil maps that often overestimate k by a factor of 10. That leads to undersized dewatering systems — or worse, base heave during excavation. In the Burnaby Lake area, where organic silts underlie 3–6 m of sand, misjudging vertical permeability can trigger piping failure at sheetpile toes. We have seen several residential basements flood because the assumed k was wrong. A properly run test eliminates that guesswork.

Need a geotechnical assessment?

Reply within 24h.

Email: contact@geotechnicalengineering.vip
Applicable standards: CSA Z768 (Standard Practice for Design and Installation of Groundwater Monitoring Wells), NBCC 2020 — Division B, Section 4.2 (Foundation Design — Groundwater), CSA A23.3-19 — Annex A (Watertightness of below-grade structures)

Our services

We tailor each field permeability test (Lefranc / Lugeon) to the specific geologic conditions in Burnaby. The three main configurations we offer are listed below.

Lefranc Constant-Head Test

For sands and gravels where the water table is shallow. We maintain a constant head inside the casing and measure inflow rate. Used on Burnaby’s deltaic deposits near the Fraser River.

Lefranc Falling-Head Test

For silts and tills with lower permeability. We record head drop over time in a sealed standpipe. Preferred on Burnaby Mountain, where till layers are tight but still drain.

Lugeon Packer Test

For fractured bedrock or coarse gravels. Double packers isolate a 1 m interval; we apply multi-step pressure cycles. Common for deep excavations and tunnel alignments in Burnaby’s bedrock cuts.

Frequently asked questions

What is the difference between Lefranc and Lugeon tests?

The Lefranc test measures permeability in unconsolidated soils using a single casing and either constant or falling head. The Lugeon test uses inflatable packers to isolate an interval in rock or coarse gravel and applies stepped pressures to compute k. Both follow CSA Z768; the choice depends on the formation. In Burnaby, we run Lefranc in the till and sand zones, and Lugeon where bedrock is encountered at depth.

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

A single-interval Lefranc test takes 30–60 minutes, including setup and water stabilisation. A Lugeon test with three pressure steps runs about 90 minutes per interval. The total field time for a 10 m borehole with two intervals is usually 2–3 hours, plus mobilisation.

Can you run the test in low-permeability till common in Burnaby?

Yes. In the dense lodgement till found under Capitol Hill and parts of the Burnaby Mountain area, we use the falling-head Lefranc method. The test works reliably for k values as low as 10⁻⁸ m/s. Below that, we recommend a transient pressure test with a packer system. Our lab is accredited to ISO 17025 for permeability testing in both the field and the laboratory.

What does a field permeability test cost in Burnaby?

The typical cost for a field permeability test (Lefranc / Lugeon) in Burnaby ranges between CA$750 and CA$1,240 per test interval. The final price depends on depth, number of intervals, and site access. We provide a fixed quote after reviewing the borehole log and site conditions.

Coverage in Burnaby