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Field Permeability Testing (Lefranc/Lugeon) in Chicago

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Heading a project near the Loop where you hit saturated sand at 12 feet versus one out in the western suburbs on tight glacial till represents two completely different hydraulic realities. In downtown Chicago, the subsurface often includes layers of lacustrine sand and silt that can carry significant groundwater, while the Des Plaines River valley brings its own challenges with alluvial deposits. Understanding how water moves through these formations is not optional when planning a deep basement or a tunnel. Our team runs in-situ permeability tests using both Lefranc and packer-based Lugeon setups to measure hydraulic conductivity directly in the borehole, giving you a number you can actually use in your dewatering model rather than relying on textbook estimates that don't reflect the layering beneath your site.

A single Lefranc test in a sand lens can reveal a conductivity 100 times higher than the surrounding till, completely changing the dewatering plan.

Methodology and scope

Chicago sits on a sequence of glacial tills, outwash sands, and lakebed silts that vary from one block to the next. The upper 15 to 30 feet often consist of compressible clays and silty clays with sand lenses, underlain by the hardpan till that defines the Chicago subsurface. Hydraulic conductivity in these materials can range over five orders of magnitude, from 1×10⁻⁷ cm/s in intact till to 1×10⁻² cm/s in clean outwash. A single borings program without field permeability data leaves the hydrogeologic picture incomplete. The Lefranc method works well in soil and soft rock above the water table using a constant or falling-head configuration in a short test interval, while the Lugeon test applies to rock and stiff clay where we isolate a section with a single or double packer and inject water under controlled pressure stages. We follow ASTM D6391 for packer testing and adapt the Lefranc procedure to match site-specific stratigraphy. For deep shafts in the Chicago area, combining permeability data with slope stability analysis ensures that drawdown won't compromise adjacent structures or trigger settlement in the compressible clays that underlie much of the city.
Field Permeability Testing (Lefranc/Lugeon) in Chicago
Technical reference image — Chicago

Local considerations

Chicago sits at an elevation of roughly 594 feet above sea level, with Lake Michigan just blocks from the downtown core. The proximity to the lake, combined with the city's 2.7 million residents and dense underground infrastructure, means a dewatering failure is never a minor event. Underestimating permeability by even half an order of magnitude can lead to pumps that can't keep up, flooded excavations, and settlement damage to adjacent buildings and utilities. The CTA tunnels, deep basements in River North, and combined sewer outfalls all operate in a groundwater environment that varies seasonally and with lake levels. A field permeability test done in August may not represent spring conditions when the water table rises. We design test programs that account for this variability, running multiple tests at different depths and correlating results with CPT or SPT data to build a defensible groundwater model that stands up to contractor scrutiny and Chicago Department of Water Management review.

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Technical parameters

ParameterTypical value
Test methodsLefranc (constant/falling head), Lugeon (single/double packer)
Applicable materialsSoil, glacial till, weathered rock, sandstone, dolomite
Standard referenceASTM D6391-11, FHWA Geotechnical Engineering Circular No. 5
Borehole diameterNX (76 mm) to 6-inch (152 mm), depending on depth and packer setup
Test interval lengthTypically 0.5 to 3.0 m for Lefranc; 1.0 to 5.0 m for Lugeon stages
Reporting outputHydraulic conductivity k (cm/s or m/day), Lugeon unit values, pressure-flow plots
Typical depth range5 to 150 ft below ground surface in Chicago basin geology

Associated technical services

01

Lefranc constant-head test

Best suited for granular soils and sandy tills above the water table. We isolate a short zone at the bottom of a cased borehole, apply a constant water head, and measure the steady-state flow rate to calculate k.

02

Lugeon packer test

Applied in rock or stiff clay below the water table. A single or double packer seals off a test interval, and water is injected in five pressure stages following Houlsby's procedure to assess fracture flow and determine the Lugeon value.

03

Falling-head Lefranc

Used when water supply is limited or in low-permeability soils. We fill the standpipe, monitor head decay over time, and derive conductivity from the rate of fall, following standard borehole slug-test theory.

Applicable standards

ASTM D6391-11, FHWA Geotechnical Engineering Circular No. 5, ASTM D3740, USACE EM 1110-2-1901

Frequently asked questions

How much does a field permeability test cost in the Chicago area?

Field permeability testing typically runs between US$560 and US$1,110 per test interval, depending on the method (Lefranc vs. Lugeon), depth, number of stages, and whether a drill rig is already on site. Mobilization and borehole preparation are priced separately.

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

Use Lugeon when you're dealing with rock or very stiff clay below the water table where you need a packer to isolate the test zone. The multi-stage pressure sequence reveals whether fractures dilate or clog, which is critical for grouting decisions and tunnel inflow estimates. Lefranc works better in soil and soft ground above the water table where a simple open-borehole setup suffices.

How long does a single permeability test take in the field?

A single Lefranc test usually takes 30 to 60 minutes once the borehole is prepared. A full five-stage Lugeon test can run 90 to 120 minutes. The time depends on how quickly flow stabilizes, which varies with formation permeability. We stay on site until steady-state conditions are confirmed across multiple readings.

Can you combine permeability testing with standard SPT drilling?

Yes, and that's the most efficient way to do it. We typically drill and log the borehole, run SPTs at the required intervals, and then set up the permeability test in a selected zone before backfilling. This way you get stratigraphy, standard penetration resistance, and hydraulic conductivity from the same hole, saving rig time and cost.

Location and service area

We serve projects across Chicago and its metropolitan area.

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