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Field Permeability Testing (Lefranc/Lugeon) — Newark, NJ

Evidence-based design. Reliable delivery.

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Newark sits on complex geology: the Passaic Formation's red shale bedrock is overlain by glacial lake deposits from Lake Passaic in the lowlands, while the Meadowlands area is defined by thick, compressible organic silts and urban fill. Groundwater levels in the Ironbound district often rise within five feet of grade after heavy rain, creating hydrostatic pressure that complicates basement construction and deep excavations. Before designing a dewatering system or a permanent foundation drain, you need the in-situ hydraulic conductivity — not a rough guess from a grain-size chart. Our team runs the Lefranc test in soil and the Lugeon test in fractured rock, following ASTM D4630 and USBR procedures, to deliver reliable permeability values directly from your Newark site. Whether your project is near the Passaic River waterfront or up in the Forest Hill historic district where bedrock is shallower, we combine test pits to identify strata boundaries with the permeability test that matches the formation.

A single Lugeon test in fractured Passaic shale can reveal flow paths that a hundred grain-size curves would miss.

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The contrast between a site in the North Ward and one in the South Ward illustrates why generalized permeability assumptions fail. Up on the ridge near Branch Brook Park, glacial till with a high silt fraction can produce Lefranc values below 1×10⁻⁶ cm/s, yet just a mile east in the Ironbound, sandy lenses within the fill and alluvium often yield values two orders of magnitude higher. The Lugeon test becomes essential when the excavation reaches the weathered shale of the Passaic Formation, where fracture flow dominates — we have measured Lugeon units from less than 1 in tight, unweathered zones to over 20 in intensely jointed sections near the Newark Basin border fault. Each test is paired with a grain-size analysis on the same horizon so that the permeability number has geological context, and we verify stratigraphy with an SPT drilling log when the borehole needs to reach depths where packer seating is critical. The result is a permeability profile that the dewatering contractor can actually use.
Field Permeability Testing (Lefranc/Lugeon) — Newark, NJ
Technical reference — Newark

Local geotechnical context

ASCE 7-22 and the IBC require that foundation design account for groundwater buoyancy and lateral pressure, and Newark's high water table — especially in the Meadowlands and Ironbound — makes the permeability value a direct input into uplift calculations. Underestimating hydraulic conductivity by even half an order of magnitude can lead to an undersized dewatering system that fails during a nor'easter, flooding the excavation and triggering adjacent settlement claims. The fractured nature of the Passaic Formation introduces another risk: Lugeon tests that are too short or use a single pressure stage can miss the non-linear flow behavior characteristic of fracture dilation, giving a false sense of tightness. When we encounter zones where the Lugeon value increases with pressure (turbulent flow regime), we flag those intervals for grouting evaluation, often coordinating with the grouting contractor to define a target permeability reduction. In a city where brownfield redevelopment is accelerating, overlooking a perched water zone in the fill can stop a project for weeks.

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Relevant 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, USBR 7300 — Lugeon Test Procedure in Rock Boreholes (United States Bureau of Reclamation), ASCE 7-22 — Minimum Design Loads for Buildings and Other Structures (hydrostatic and buoyancy provisions), ASTM D5084 — Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (for lab correlation)

Technical data

ParameterTypical value
Test method (soil)Lefranc — constant or falling head, per ASTM D4630 / USBR 7300
Test method (rock)Lugeon — single or double packer, per USBR procedures
Borehole diameterNQ (76 mm) to HQ (96 mm) for Lugeon; 4–6 inch casing for Lefranc
Test interval length1.5 to 5.0 ft in soil; 10 to 20 ft in rock (standard 3.05 m Lugeon stage)
Pressure stagesLugeon: 3–5 ascending/descending steps; Lefranc: constant head or variable head
Reporting standardHydraulic conductivity k (cm/s and ft/day); Lugeon units; transmissivity estimate if required
Typical Newark k range (glacial till)1×10⁻⁷ to 1×10⁻⁴ cm/s (varies with sand lenses)
Typical Newark k range (Passaic shale)1×10⁻⁶ cm/s (intact) to >1×10⁻³ cm/s (fractured zone)

Common questions

What is the difference between a Lefranc test and a Lugeon test?

The fundamental difference is the formation. The Lefranc test measures hydraulic conductivity in soil — sands, silts, and gravels — using a cavity of known dimensions at the bottom of a borehole, with water introduced under a constant or falling head. The Lugeon test is designed for fractured rock; it uses a packer to isolate a section of the borehole and applies water under pressure in multiple stages. The Lugeon value (one Lugeon unit equals one liter per meter of test interval per minute at 10 bar pressure) characterizes the jointing and fracture connectivity of the rock mass, not just the intact rock permeability.

How much does a field permeability test cost in Newark?

For a single Lefranc or Lugeon test in Newark, budget between US$540 and US$1,100, depending on the depth of the test interval, the number of pressure stages required, and whether the test is run in an existing borehole or requires new drilling. Mobilization and traffic control in tight urban sites — common in the Ironbound or downtown — may add to the base cost. We provide a fixed-price proposal after reviewing your boring logs and site access conditions.

How many Lugeon pressure stages are required for a reliable result?

We run a minimum of three ascending pressure stages, typically at low, medium, and high pressure relative to the estimated overburden stress at the test depth. A fourth or fifth descending stage is added when the pressure-flow curve suggests non-linear behavior — for example, when permeability increases with pressure, indicating fracture dilation or washout. The full cycle allows us to classify the flow regime as laminar, turbulent, or dilation-controlled, which is essential for predicting how the rock mass will behave under the hydraulic gradients imposed by deep excavation dewatering.

At what depth should a Lefranc test be performed for a basement excavation in Newark?

The test interval should be positioned at the formation that will govern groundwater inflow into the excavation. In Newark, that typically means testing the most permeable stratum within the excavation depth plus one-half the depth below the proposed subgrade. If the excavation will extend into the weathered shale, we place a Lefranc test in the soil immediately above the rockhead and a Lugeon test in the first ten to twenty feet of fractured bedrock. For projects near the Passaic River or in the Meadowlands, we also test any sand lenses encountered in the upper twenty feet of fill, as these can carry significant horizontal flow that surprises contractors during sheet pile installation.

Location and service area

We serve projects in Newark and surrounding areas.

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