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Field Permeability Testing (Lefranc/Lugeon) in Concord, CA

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A geotechnical report from the Todos Santos Plaza area often paints a different subsurface picture than one from the newer developments near the Concord Naval Weapons Station. The former might intersect dense alluvial clays in the valley floor, while the latter frequently encounters sandy lenses and gravelly paleochannels closer to the Sacramento-San Joaquin Delta interface. That variability has a direct impact on groundwater flow, making generalized seepage assumptions risky. When infiltration rates or dewatering volumes need to be pinned down, the field permeability test (Lefranc/Lugeon) becomes the go-to tool. It provides direct measurements of hydraulic conductivity in the specific soil or rock mass, rather than relying on correlations from grain-size curves alone. For projects involving deep excavations in Concord's mixed alluvium, having an accurate k-value from a Lefranc test can prevent costly pumping system undersizing. The data also feeds directly into slope stability models where transient groundwater conditions govern the factor of safety.

A Lugeon value from fractured rock tells you more about the excavation's water behavior than a dozen lab perm tests on intact core samples.

How we work

A mistake we see in the Concord area is specifying a single-stage packer test in fractured rock and interpreting the results as if the formation were homogeneous—ignoring that the turbidity from the Martinez Formation sandstones can plug fractures and give a false low-conductivity reading. The Lugeon test, standardized under ASTM D4630 for rock mass permeability, demands multiple pressure stages precisely to detect this kind of hydraulic fracturing or fracture infilling behavior. In soil, the Lefranc method (constant or falling head) captures the permeability of a discrete horizon, which is critical when a thin sand seam controls the entire dewatering response. We often pair this with test pits to visually log the stratigraphy and select the most representative test intervals. For projects near the Concord fault zone, where secondary fracturing can create preferential flow paths, the Lugeon test reveals anisotropic permeability that a lab test on an intact core sample would completely miss. The test sequence—low, medium, high, and back to low pressure—shows whether the fracture network opens or clogs under hydraulic load.
Field Permeability Testing (Lefranc/Lugeon) in Concord, CA
Technical reference image — Concord California

Local ground factors

Concord sits at an elevation where the transition from the coastal hills to the alluvial plain creates a perched groundwater table in many east-side neighborhoods. A 2023 USGS groundwater monitoring report noted seasonal fluctuations exceeding 12 feet in the lower Willow Pass area. Ignoring this shallow, transient water when designing a basement or a stormwater infiltration trench leads to chronic wetness, uplift pressure on slabs, or complete exfiltration system failure. The Lefranc test quantifies the actual permeability of the silty clay lenses that often cap these perched zones, while the Lugeon test assesses whether the underlying weathered bedrock can accept injected stormwater without backing up. For retaining walls built into the hillside along Clayton Road, undetected fracture flow can build hydrostatic pressure behind the wall, eventually causing tilting or cracking. Field permeability data mitigates that risk by giving the designer a real number for the drain spacing calculation, rather than a textbook range that might be two orders of magnitude off.

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Reference parameters

ParameterTypical value
Test Standard (Soil)ISO 22282-2 / ASTM D6391 (variable head)
Test Standard (Rock)ASTM D4630-19 (Lugeon / packer test)
Typical Test Interval1 m to 5 m depending on lithology
Measured Range (k)1x10⁻⁷ m/s to 1x10⁻³ m/s
Lugeon Pressure Steps5-stage (Pmin–Pmax–Pmin) per Houlsby method
Correction FactorsAnisotropy, smear zone (soil), fracture infilling (rock)
Key OutputHydraulic conductivity (k), Lugeon units (Lu)

Other technical services

01

Lugeon Packer Test in Rock

Multi-stage pressure test in NX or larger boreholes. We isolate the test interval with pneumatic packers and apply five pressure steps following Houlsby's methodology. The flow vs. pressure curve classifies the fracture flow regime—laminar, turbulent, dilation, washout, or clogging—which directly informs grouting requirements and tunnel inflow estimates.

02

Lefranc Variable Head Test in Soil

Constant or falling head test in a cased borehole, typically performed at the base of a drill run or inside a test pit. We use a standpipe and pressure transducer to record the water level recovery curve. The method isolates a specific soil layer, giving a k-value that feeds directly into dewatering well spacing and groundwater control plans.

Relevant standards

ASTM D4630-19 (Standard Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks by In Situ Measurements Using the Constant Head Injection Test), ASTM D6391-11 (Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration), ISO 22282-2:2012 (Geotechnical investigation and testing — Geohydraulic testing — Part 2: Water permeability tests in a borehole using open systems)

Common questions

What is a Lugeon value and how is it interpreted?

One Lugeon unit equals a water take of 1 liter per minute per meter of test interval at 10 bars of injection pressure. A value below 1 Lu indicates very tight rock, often requiring no grouting. Between 1 and 5 Lu, the rock has moderate permeability and may need localized grouting. Above 5 Lu, the fracture network is open enough to require systematic grouting or significant dewatering. The pattern across the five pressure stages matters just as much as the absolute value.

How long does a field permeability test take on site?

A single Lefranc test in soil usually takes 30 to 90 minutes depending on the hydraulic conductivity—finer soils take longer for the water level to stabilize. A complete 5-stage Lugeon test in rock typically takes 60 to 120 minutes per interval. Multiple intervals down a single borehole can be tested in a day, though we allow extra time for packer seating and system saturation in dry formations.

What is the typical cost range for Lefranc/Lugeon testing in Concord?

Field permeability testing in the Concord area generally runs from US$540 to US$1,130 per test interval, depending on depth, access conditions, and whether it is a single Lefranc test or a multi-stage Lugeon sequence. Mobilization and borehole preparation are priced separately. A site-specific quote will account for the number of intervals and the expected rock hardness.

When do I need a Lugeon test instead of a lab permeability test?

Lab tests on intact core samples measure the matrix permeability of the rock, but they miss the fractures, joints, and fissures that dominate in-situ flow. A Lugeon test is necessary when the rock mass is fractured, when designing a grout curtain, or when evaluating tunnel inflow. In Concord's Martinez Formation sandstones, fracture permeability can be 100 to 1,000 times higher than the intact rock matrix permeability.

Location and service area

We serve projects across Concord California and surrounding areas.

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