GEOTECHNICAL ENGINEERING
IRVING
HomeIn-Situ TestingField permeability test (Lefranc/Lugeon)

Field Permeability Testing (Lefranc & Lugeon) in Irving, TX

Site investigations you can build on.

LEARN MORE

The double-packer assembly gets lowered into the NQ borehole just as the Texas sun climbs over the Irving skyline, and the pressure transducer starts recording before the morning shift arrives. Running a Lugeon test in the weathered shale layers beneath the Dallas-Fort Worth metroplex means dealing with subtle leakage around the packers and monitoring flow rates that change as the fractured Eagle Ford formation responds to injection pressure. We deploy both the constant-head Lefranc method in soil-like materials and the multi-stage Lugeon procedure in rock, following ASTM D6391 protocols. The permeability values from these tests directly feed into dewatering designs for the deep excavations now common along the SH-114 corridor, where the groundwater table sits shallow in the alluvial terrace deposits. In Irving, where population has grown past 250,000 and infrastructure demands keep rising, a field permeability test provides hydraulic conductivity data that soil borings and lab permeameters simply cannot replicate.

A single Lugeon value captured at the right depth in fractured Austin Chalk saves more dewatering budget than a dozen lab permeameter tests on intact core.

Our service areas

Process and scope

A recurring mistake we see in Irving construction is engineers relying solely on grain-size correlations to estimate permeability for dewatering systems, then wondering why the wellpoints fail halfway through the excavation. The Blackland Prairie clays that dominate subsurface conditions across Irving are heavily overconsolidated, with secondary fracturing and slickensides that create preferential flow paths no Hazen formula can predict. When a contractor digs into the Taylor Marl or the underlying Austin Chalk without a test-pits investigation to confirm the stratigraphy, they often miss perched water trapped in weathered zones above intact rock. We run Lefranc tests in those soil intervals at multiple depths, packer-isolating each zone, and then switch to the Lugeon procedure once the bit hits competent limestone. The data gets cross-checked with grain-size distributions from split-spoon samples to isolate matrix permeability from fracture-controlled flow. For projects near the Trinity River floodplain, where silty sands interbed with stiff clays, the five-pressure-stage Lugeon test reveals hydraulic fracturing thresholds that govern safe injection pressures for any subsequent grouting program.
Field Permeability Testing (Lefranc & Lugeon) in Irving, TX
Technical reference — Irving

Site-specific factors

Irving sits squarely on the Eagle Ford Group and Austin Chalk formations, with the upper weathered zone acting as a leaky aquifer that catches contractors off guard. We have measured Lugeon values exceeding 25 Lu in the fractured chalk at depths below 15 meters near the former Texas Stadium site, where open joints and solution cavities create hydraulic communication paths that extend hundreds of feet laterally. When a deep excavation for a parking garage or a stormwater detention structure penetrates this zone without proper permeability characterization, the inflow rates overwhelm sump pumps sized for nominal seepage. The expansive clays of the upper Taylor Marl add a second hazard: their hydraulic conductivity drops to 10⁻⁷ cm/s when intact, but seasonal desiccation cracks open surface-connected pathways during the dry Irving summers. A properly executed field permeability test program that integrates Lefranc measurements in the overburden and Lugeon values in the underlying rock eliminates the guesswork from dewatering design and helps avoid the kind of base heave failures that have delayed more than one Irving infrastructure project in the past decade.

Need a geotechnical assessment?

Reply within 24h.

Email: [email protected]

Reference standards

ASTM D6391-11 (2020) – Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration, ASCE 7-22 – Minimum Design Loads and Associated Criteria for Buildings and Other Structures (groundwater considerations), IBC 2021 – Section 1803 Geotechnical Investigations (subsurface water condition requirements), USBR Design Standard No. 13 – Embankment Dams, Chapter 9: Foundation Grouting (Lugeon criteria for grouting decisions)

Technical parameters

ParameterTypical value
Test MethodLefranc (constant/variable head) & Lugeon (multi-stage packer)
ASTM StandardASTM D6391-11 (reapproved 2020)
Borehole DiameterNQ (75.7 mm) minimum; HQ for fractured rock zones
Test Interval Length0.5 to 5.0 m isolated between pneumatic packers
Pressure Stages (Lugeon)5 stages: Pmax, Pmin, Pmax, Pmed, Pmax per Houlsby procedure
Hydraulic Conductivity Range1×10⁻⁷ to 1×10⁻² cm/s, depending on formation
Lugeon Value Calculation1 Lu = 1 liter/min per meter of test interval at 1 MPa injection pressure
Data OutputK (cm/s), Lugeon units, flow vs. pressure curves, hydraulic fracturing threshold

Common questions

When should I specify a Lugeon test instead of a Lefranc test for an Irving project?

Select the Lugeon test when the investigation depth reaches competent rock, typically the Austin Chalk or intact Eagle Ford Shale found below 5 to 12 meters across Irving. The Lugeon procedure is designed for fractured rock where flow occurs primarily through discontinuities, and the five-pressure-stage sequence reveals whether fractures dilate, wash out, or close under injection pressure. The Lefranc test, by contrast, is appropriate for soil, weathered rock, and highly fractured material where the test zone can be flushed clean and does not require packer isolation against competent borehole walls. For the typical Irving stratigraphy, we frequently run Lefranc tests in the upper Taylor Marl and weathered transition zone, then switch to Lugeon once the driller confirms consistent rock recovery.

How do Irving's Blackland Prairie clays affect field permeability measurements?

The Blackland Prairie clays of the Taylor Marl formation present several measurement challenges specific to Irving. These heavily overconsolidated clays contain polished slickensides and desiccation cracks that create preferential flow paths, meaning a Lefranc test in one borehole may yield a hydraulic conductivity value an order of magnitude different from a test just 10 meters away. The smectite content also causes borehole wall swelling during water injection, which can artificially reduce measured permeability over time. We mitigate this by using filtered, formation-compatible water and minimizing the test duration while still achieving steady-state flow conditions. Running replicate tests at multiple locations across the site provides a statistically meaningful range of values for dewatering design.

What are typical Lugeon values for the Austin Chalk beneath Irving?

Lugeon values in the Austin Chalk beneath Irving range widely depending on fracture density and the presence of solution features. Intact chalk with tight, closed joints typically yields values between 1 and 5 Lu, while fractured and weathered zones near the top of the formation often exceed 15 Lu. We have recorded values above 30 Lu in intervals where karst-like dissolution channels have developed along bedding planes, particularly in areas closer to the Balcones fault zone influence. These high-permeability zones are the ones that cause dewatering system failures if not identified during the site investigation phase, and they also represent the intervals where cement grouting take can be significantly higher than estimated.

What is the cost of a field permeability test in Irving, Texas?

Field permeability testing in Irving typically ranges from US$680 to US$1,060 per test interval, depending on the depth, method, and number of pressure stages required. A single Lefranc test in a shallow borehole tends toward the lower end, while a full five-stage Lugeon test in deep rock with multiple packer setups and extended monitoring falls toward the upper end. Mobilization, drilling subcontractor costs, and data reporting are additional. Most Irving projects require between three and six test intervals to adequately characterize vertical permeability variation across the site, and we provide a detailed proposal after reviewing the geotechnical boring logs and project-specific groundwater concerns.

Location and service area

We serve projects in Irving and surrounding areas. More info.

View larger map