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HomeIn-Situ TestingField permeability test (Lefranc/Lugeon)

Field Permeability Testing (Lefranc & Lugeon) Around Madison

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Drillers in the Madison area know the drill: you hit dense glacial till in Verona one day and heavily jointed Eau Claire sandstone the next. The real challenge is quantifying how water moves through either. On a recent project near the Yahara River, standard lab perm tests failed to capture the secondary porosity we saw in the core samples. That is why we run in-situ permeability tests. A test pit might expose the top five meters, but a properly executed Lefranc or Lugeon test reveals hydraulic conductivity across the entire depth of interest. When dewatering for a deep excavation downtown or assessing bedrock grout take, you need field data, not textbook estimates.

A single Lugeon value of 3 in Eau Claire sandstone can mean tight fractures or wide joints filled with silt—only the pressure curve tells the difference.

Our service areas

Our approach and scope

We apply the Lefranc method in soil and highly weathered rock, following ASTM D1586-compatible procedures for constant or falling head configurations. In competent bedrock, we switch to the Lugeon test, injecting water in five pressure stages per the classic Houlsby interpretation. Madison's geology makes this distinction critical: the Tunnel City Group sandstone can exhibit Lugeon values ranging from 1 to over 50, depending on fracture connectivity. Our team has correlated these results with grain size analysis on split-spoon samples to build a defensible hydrostratigraphic model. For sites near Lake Mendota where artesian conditions occasionally appear, we combine the permeability data with grouting design parameters to ensure cutoff curtains perform under fluctuating heads.
Field Permeability Testing (Lefranc & Lugeon) Around Madison
Technical reference — Madison

Local geotechnical context

Madison's winter freeze-thaw cycles can open near-surface fractures by April, temporarily doubling apparent permeability until the ground saturates. Running Lugeon tests too early in spring yields optimistic grout takes that fail in August when the water table drops. The opposite risk appears in the glacial outwash south of the Beltline: high horizontal conductivity in sand and gravel layers masks low vertical seepage through interbedded silt, leading to undersized dewatering systems. We have seen contractors install wellpoints based on slug tests alone, only to watch excavations flood when a confined silt lens ruptures. Our protocol mandates a minimum of three pressure cycles in fractured rock to confirm turbulent flow, avoiding the classic mistake of linearizing Lugeon data without checking Reynolds numbers.

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Reference standards

ASTM D4630 – Standard Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks by In Situ Measurements Using the Constant Head Injection Test, ASTM D1586 – Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils, USBR 7300 – Field Permeability Tests in Boreholes, IBC Section 1803 – Geotechnical Investigations, Houlsby (1976) – Routine Interpretation of the Lugeon Water-Test

Reference parameters

ParameterTypical value
Test MethodLefranc (soil/weathered rock), Lugeon (competent bedrock)
Packer SystemSingle or double pneumatic packer, 1.5 to 3 m test intervals
Pressure Stages5-stage cycle (Lugeon): Pmin, Pmid, Pmax, Pmid, Pmin
Applicable StandardsASTM D4630, USBR 7300, Houlsby (1976) interpretation
Hydraulic Conductivity Range1×10⁻⁷ to 1×10⁻² cm/s depending on formation
Borehole DiameterNQ to HQ for Lugeon; 4 to 8 inch casing for Lefranc
ReportingLugeon maps, hydraulic conductivity profiles, transmissivity estimates

Frequently asked questions

How much does a field permeability test cost in Madison?

A single Lefranc or Lugeon test typically ranges from US$560 to US$980, depending on depth, number of pressure stages, and access conditions. A full-day program with multiple test intervals in one borehole will be on the higher end. We provide fixed-price proposals after reviewing your geotechnical boring logs and project specifications.

When should I choose a Lugeon test over a Lefranc test?

The Lugeon test is designed for competent bedrock where you can seal off a section with pneumatic packers and inject water under controlled pressures. The Lefranc method is for soil, weathered rock, or highly fractured zones where a packer seal is unreliable. In Madison, we often run Lefranc in the glacial till and weathered top of rock, then switch to Lugeon once we hit the Tunnel City sandstone.

How is the Lugeon value calculated?

One Lugeon unit equals a water take of one liter per minute per meter of test section at an injection pressure of 1 MPa. We compute the effective pressure at the packer midpoint, correcting for friction losses in the drill rods. The five-stage pressure cycle allows us to interpret flow regime: laminar flow gives a flat Lugeon vs. pressure curve, while turbulent or fracture-washing behavior shows distinct patterns.

What depth can you test in a single borehole?

We can test multiple intervals from bottom to top in a single borehole, typically spacing tests every 3 to 5 meters depending on lithology changes. Using a double packer, we isolate discrete zones without grouting between stages. Maximum depth is limited by the drill rig capacity, but we routinely test to 60 meters in Madison's sedimentary sequence.

Do you need a geologist on site during the test?

Yes. An engineering geologist or geotechnical engineer from our team logs the core, selects test intervals, and interprets the pressure-flow curves in real time. This is not a test you can run blind; the packer placement depends entirely on fracture density, RQD, and lithology observed in the borehole.

Location and service area

We serve projects in Madison and surrounding areas.

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