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Field Permeability Testing (Lefranc/Lugeon) in Mesa, AZ

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A recent mixed-use development off Power Road hit groundwater at 18 feet during excavation, triggering an emergency dewatering redesign that stopped work for ten days. In Mesa's basin-fill geology, perched water lenses and cemented caliche layers create permeability contrasts that borehole logs alone cannot resolve. That is where field permeability testing (Lefranc/Lugeon) becomes essential. Our team runs these in-situ tests to measure hydraulic conductivity directly within the formation, giving the geotechnical engineer real numbers for seepage analysis, dewatering pump sizing, and cutoff wall design. We follow ASTM D6391 for the Lefranc method in granular soils and the Lugeon protocol in fractured or cemented zones, ensuring the data holds up under review by the City of Mesa Development Services and the Maricopa County Flood Control District.

A Lefranc test gives you a single defensible number for hydraulic conductivity; a Lugeon pattern tells you whether the fractures are self-healing or opening under pressure.

Our approach and scope

Mesa's expansion eastward from the original Mormon settlement in 1878 has pushed construction into increasingly complex alluvial fan deposits where permeability can shift from 10⁻² cm/s in clean channel sands to 10⁻⁶ cm/s in clay-cemented caliche within a few vertical feet. The Lefranc test, performed in a cased borehole with a screened interval isolated by packers, yields a point measurement of hydraulic conductivity that directly informs dewatering well spacing. In fractured caliche or basalt interbeds common around the Usery Mountain foothills, we apply the Lugeon test under stepped pressure stages to distinguish laminar flow from fracture dilation. These results feed directly into groundwater models required for grading permits and, when combined with grain-size analysis data from split-spoon samples, allow our engineers to validate the correlation between gradation and measured permeability. For deep excavations near the Eastern Canal, we often recommend pairing this with deep excavation monitoring to track piezometric response during dewatering.
Field Permeability Testing (Lefranc/Lugeon) in Mesa, AZ
Technical reference image — Mesa

Local geotechnical context

The equipment we mobilize for Mesa projects centers on a truck-mounted drill rig with automatic hammer for SPT advancement, coupled with a dedicated permeability test kit that includes a submersible pressure transducer, pneumatic packer assembly, graduated reservoir with flow meter, and data logger recording pressure and flow at one-second intervals. The biggest failure mode we see is packer bypass in caving boreholes drilled through Mesa's sandy-gravel lenses; if the packer seal leaks, the test yields a falsely high conductivity that can lead to undersized dewatering systems. We mitigate this by advancing casing to refusal in the test interval and verifying seal integrity with a short shut-in pressure decay before starting the test sequence. The second common pitfall is running Lugeon stages without allowing sufficient time for pressure equilibration in low-permeability caliche, which produces non-representative Lugeon values and a misleadingly linear flow-pressure relationship.

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Typical values

ParameterTypical value
Test methodsLefranc (constant/falling head) and Lugeon (multi-stage pressure)
Applicable soils/rockGranular soils, fractured caliche, basalt interbeds, residual granite
Packer typeSingle pneumatic packer; double-packer for isolated intervals
Lugeon pressure stagesTypically 5 stages: P1-P2-P3-P2-P1 per Houlsby (1976) recommendations
Standard referenceASTM D6391-11 for Lefranc; Lugeon per Houlsby interpretation
Reporting outputK-value (cm/s), Lugeon unit (LU), pressure-flow plots, transmissivity estimate

Complementary services

01

Lefranc Permeability Testing in Boreholes

Constant-head or falling-head Lefranc tests run in cased boreholes at discrete depths within Mesa's alluvial deposits. We isolate the test interval with a pneumatic packer and record flow versus time using a submersible pressure transducer with real-time data logging. The result is a point measurement of hydraulic conductivity (cm/s) suitable for dewatering system design, seepage analysis beneath mat foundations, and groundwater inflow estimates for utility trench excavations. Each test includes a lithologic log of the tested interval, water level stabilization data, and QA/QC plots of flow equilibrium. Typical test depths range from 15 to 60 feet below grade in Mesa's basin-fill sequence.

02

Lugeon Testing in Fractured Rock and Caliche

Multi-stage pressure testing following the Houlsby methodology for characterizing hydraulic behavior of fractured caliche, basalt interbeds, and decomposed granite encountered in Mesa's eastern foothills. We run five pressure stages (low-medium-high-medium-low) with sustained flow monitoring at each stage, then interpret the pressure-flow curve to classify fracture flow regime: laminar, turbulent, dilation, washout, or clogging. The Lugeon value (1 LU = 1 liter/meter/minute at 10 bars) provides a standardized metric for comparing rock mass permeability across the site. This data is critical for grouting design beneath dam spillways, cutoff wall specification, and rock slope drainage assessment.

Regulatory framework

ASTM D6391-11: Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration, IBC 2021 Section 1803.5.6: Groundwater table and permeability investigation requirements, ASCE 7-22 Chapter 2: Groundwater considerations for foundation design loads, Maricopa County Drainage Design Manual: Dewatering and groundwater control specifications for Mesa projects, City of Mesa Standard Details and Specifications: Permeability testing acceptance criteria for grading permits

Common questions

What does a field permeability test cost in Mesa, and what factors affect the price?

For Mesa projects, a standard Lefranc or Lugeon test typically runs between US$720 and US$940 per test interval, depending on depth, access conditions, and whether the borehole is already drilled. Mobilization within the East Valley is included; sites in outlying areas like east of Signal Butte Road may incur a modest travel surcharge. The main cost drivers are the number of test intervals required by the geotechnical engineer, the need for double-packer setups in fractured rock, and extended test durations in low-permeability caliche where flow stabilization takes longer. We provide a fixed-price proposal after reviewing the boring plan and site geology so there are no surprises when the invoice arrives.

When is a Lugeon test required instead of a Lefranc test?

The Lugeon test is the appropriate choice when the test interval intersects fractured or jointed material where discrete fractures control the bulk permeability, rather than the intergranular pore space. In Mesa, this typically means the cemented caliche layers in the upper basin fill, basalt flows encountered in the eastern foothills near the Superstition Wilderness boundary, and decomposed granite at depth. The Lugeon method applies stepped pressures to differentiate between laminar flow through tight fractures, turbulent flow through open joints, and hydraulic dilation where fractures open under injection pressure. A Lefranc test in these materials would under-represent the true mass permeability because it does not capture fracture connectivity. The geotechnical report for any project with a retained cut in fractured caliche or a deep foundation bearing on basalt should specify Lugeon testing to support the groundwater control design.

How long does a field permeability test take, and what access do you need?

A single Lefranc test interval in Mesa's typical sandy-gravel deposits takes about 45 to 90 minutes once the borehole is drilled to target depth and the packer is set. Lugeon tests with five pressure stages run longer, typically 90 to 150 minutes per interval, because each stage requires flow stabilization at constant pressure before moving to the next step. We need drill rig access to the test location with a level working platform, and a water source capable of delivering 5 to 10 gallons per minute for the test duration. In Mesa's summer heat, we schedule permeability testing in the early morning when possible, both for crew safety and because water temperature fluctuations in surface storage tanks can introduce viscosity corrections if testing runs into the afternoon. The borehole should be advanced by a drill crew familiar with the test protocol so casing is set cleanly and the test interval is not smeared with drilling mud.

Location and service area

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

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