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Field Permeability Testing in Manchester, NH: Lefranc & Lugeon Methods

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In Manchester, contractors working near the Amoskeag Falls or along the Merrimack River quickly learn that water doesn't just flow on the surface—it moves through the glacial deposits underneath. A standard lab test on a disturbed sample won’t tell you how fast water actually travels through fractured rock or sandy till on site. That’s where the Lefranc and Lugeon field permeability tests come in. We run these tests to measure hydraulic conductivity directly in the borehole, giving you real numbers for dewatering system design or curtain grouting specs. Whether you’re sinking a deep excavation near Elm Street or planning a stormwater infiltration basin in the Goffstown Road industrial corridor, in-situ permeability data is what separates a dry, stable site from a costly mess. Our team brings ASTM D4630 and D4631 protocols to every job across Hillsborough County.

Lab permeability on a disturbed sample tells you about the soil; a field test tells you what the ground will actually do under real hydraulic gradients.

Methodology and scope

The contrast between Manchester’s east and west sides is striking when it comes to subsurface conditions. Near the river, you’ll encounter loose alluvial sands and gravels where a falling-head Lefranc test usually takes under 20 minutes and yields permeabilities above 1x10⁻³ cm/s—great for infiltration, tricky for excavation support. Move a mile east toward the crystalline bedrock outcrops around Lake Massabesic, and suddenly you’re dealing with fractured schist where only a Lugeon packer test can quantify how interconnected those joints really are. We’ve seen two adjacent parcels with a 50x difference in hydraulic conductivity just because one sat on a buried esker deposit. For foundation engineers, this changes everything: footing drainage requirements, basement waterproofing strategy, even the choice between a gravity wall and an anchored system tied back into competent rock. A single borehole permeability test can reveal more about your site’s water behavior than a dozen grain size analyses, especially in Manchester’s heterogeneous glacial terrain. We often pair it with a grain size analysis when the contractor needs both intrinsic and field-scale hydraulic parameters for regulatory submissions.
Field Permeability Testing in Manchester, NH: Lefranc & Lugeon Methods
Technical reference image — Manchester New Hampshire

Local geotechnical context

The equipment itself is straightforward but unforgiving: a double-packer assembly lowered on drill rods, a calibrated flow meter and pressure gauge at surface, and a water supply that must be clean enough not to clog the formation. In Manchester’s bedrock, we often use a single-packer setup with a downhole pressure transducer to eliminate friction losses in the rod—critical when you’re testing at 80 feet below grade near the Merrimack’s floodplain. If the packer doesn’t seat properly against a rough borehole wall, water bypasses it and the test is worthless. That’s why our drillers always ream the test interval carefully and log every fracture before inflating the packer. The real risk isn’t a bad test result—it’s acting on lab data alone and discovering groundwater during excavation that no one budgeted for. We’ve seen projects delayed six weeks because the geotechnical report assumed “average” permeability from a sieve analysis and didn’t run a field test in the critical layer. For grouting programs under the IBC, the Lugeon value directly determines cement take estimates and injection pressure limits—skip the test, and you’re guessing with someone else’s money.

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Reference parameters

ParameterTypical value
Test methodFalling head / Constant head / Lugeon
Applicable inSoil, weathered rock, fractured rock
Packer typeSingle or double pneumatic packer
Standard followedASTM D4630, D4631, USBR procedures
Measured range1x10⁻⁷ to 1x10⁻¹ cm/s
Borehole diameterTypically NQ (3 inches) to HQ (6 inches)
Test interval length1 ft to 20 ft, depending on geology
ReportingK-value, Lugeon units, QA/QC plots

Complementary services

01

Lugeon Packer Testing

Ideal for fractured bedrock evaluation at dam sites, tunnel portals, and deep foundations. We use pneumatic double packers with downhole pressure recording to eliminate head-loss errors, delivering Lugeon values accurate enough for grouting take calculations.

02

Falling-Head Lefranc Test

The most practical method for granular soils in the Merrimack Valley. Quick, repeatable, and directly applicable to dewatering system design. We run these in NQ or HQ boreholes and report K-values typically within 24 hours.

03

Constant-Head Injection Testing

For low-permeability clays and glacial tills where falling-head tests would take too long. A constant flow rate is maintained and the steady-state pressure gives a reliable K-value for cutoff wall and liner design.

04

Combined SPT & Permeability Program

We combine SPT drilling with in-situ permeability tests at predetermined depths, giving you both strength and hydraulic conductivity from one borehole—efficient for mid-rise commercial projects in downtown Manchester.

Reference standards

ASTM D4630-19 (Standard Test Method for Determining Transmissivity and Storativity of Low Permeability Rocks by In Situ Measurements Using the Constant Head Injection Test), ASTM D4631-18 (Standard Test Method for Determining Transmissivity and Storativity of Confined Nonleaky or Leaky Aquifer by the Modified Theis Nonequilibrium Method), IBC 2021 Section 1803 (Geotechnical Investigations), USBR Designation E-18 (Packer Permeability Testing in Boreholes), ASCE 7-22 Chapter 20 (Site Classification Procedure for Seismic Design)

Frequently asked questions

What does a field permeability test cost in the Manchester, NH area?

For a single Lefranc test at one depth interval in an existing borehole, budget between US$590 and US$930 depending on depth, access, and whether a packer setup is required. A full Lugeon test program in bedrock with multiple intervals will be on the higher end of that range per test, plus mob/demob if the rig isn’t already on site. We provide a firm quote after reviewing your boring logs and test depths.

Do I need a field permeability test, or is a lab permeability test enough?

Lab permeability tests (flexible-wall or constant-head) run on undisturbed samples are useful for homogeneous clay layers. But Manchester’s glacial soils are full of cobbles, lenses, and fractures that a 2-inch sample misses entirely. A field test measures a much larger volume of soil or rock and captures the influence of fissures and macro-porosity. For any project involving dewatering, infiltration, or grouting, the field test is the gold standard and often the only method accepted by regulatory reviewers.

How long does a typical Lugeon or Lefranc test take on site?

A single falling-head Lefranc test in granular soil usually runs 15 to 30 minutes. A Lugeon test in fractured rock takes longer—typically 45 to 90 minutes per interval—because we run multiple pressure steps (low-medium-high-medium-low) to detect hydraulic fracturing or dilation. With rig setup and packer seating, plan on a half-day for a two-interval rock program.

Location and service area

We serve projects in Manchester New Hampshire and surrounding areas.

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