GEOTECHNICAL ENGINEERING
SAINT JOHN NB
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Field Permeability Testing (Lefranc/Lugeon) in Saint John, NB

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The Bay of Fundy's diurnal tides and the fractured bedrock of the Saint John region create a subsurface drainage environment that can mislead even experienced engineers. In the Saint John area, the interaction between the Carboniferous metasedimentary rock and the overlying glacial till demands precise hydraulic conductivity data, not just a look at the borehole log. A standard site investigation without field permeability assessments often misses the dominant flow paths that control excavation stability and foundation dewatering needs. At our accredited laboratory, the Lefranc method is deployed in granular overburden and residual soils, while the Lugeon test characterizes the rock mass fractures that are prevalent in areas like Millidgeville and along the Kennebecasis River valley. These direct measurements, aligned with ASTM D6391 procedures, provide the design parameters necessary to manage groundwater in this geologically complex coastal city of roughly 70,000 residents.

A Lugeon value above 10 in the Coldbrook Group metasediments near Saint John often signals open, tidally influenced fractures that require grouting before any deep foundation work.

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Our approach and scope

What many drillers first notice in Saint John is the abrupt transition from dense lodgement till to highly fractured, water-bearing bedrock within the same borehole. A single falling-head test in the casing won't separate the permeability of the soil from that of the underlying rock; this is where the Lefranc and Lugeon packer systems become essential. The Lefranc test allows our field crew to isolate a specific soil horizon — critical when designing dewatering systems for deep excavations in the Saint John waterfront zone, where tidal fluctuations in the St. John River influence the phreatic surface. The Lugeon test, performed with a pneumatic packer system isolating a 3 to 5-meter test interval in rock core, quantifies the hydraulic aperture of joints and bedding planes. When the results from a Lugeon profile are combined with a CPT test in the overburden, the site's hydrogeological model gains a vertical resolution that piezometer readings alone cannot deliver.
Field Permeability Testing (Lefranc/Lugeon) in Saint John, NB
Technical reference — Saint John NB

Local geotechnical context

The most costly oversight a contractor can make in Saint John is to design a permanent dewatering system based solely on grain-size correlations without verifying the rock mass permeability in situ. The glacial till matrix in the Saint John River valley can have a laboratory-derived hydraulic conductivity of 10⁻⁶ m/s, yet the fractured bedrock beneath it may transmit 100 times that volume through open joints connected to the tidal estuary. When a Lugeon test is skipped, the result is often an undersized sump-and-pump setup that fails during a spring tide or a heavy rain event, flooding the excavation and delaying the project by weeks. Even more critical is the misinterpretation of a low-Lugeon zone as 'impermeable' when the test was run at insufficient pressure to open natural fractures; our technicians follow the Houlsby interpretation method to distinguish laminar flow from dilation and washout, ensuring the design grouting program targets the right intervals and the excavation remains stable under the NBCC groundwater load requirements.

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Regulatory framework

ASTM D6391-11 (Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration), NBCC 2020 Part 4 (Structural Design — groundwater and earth pressure provisions), CSA A23.3 (Design of Concrete Structures — durability requirements related to groundwater exposure), Houlsby (1976) Interpretation of Lugeon Test Results

Technical data

ParameterTypical value
Test Method (Soil)Lefranc — constant or variable head, ASTM D6391
Test Method (Rock)Lugeon — packer-isolated interval, 5 pressure stages
Test Interval in RockTypically 3.0 to 5.0 m per stage
Permeability Range (K)1×10⁻⁷ to 1×10⁻² m/s (Lefranc); Lugeon down to <1 Lu
Packer TypeSingle or double pneumatic, wireline-compatible
Data OutputTransmissivity, K-value, Lugeon unit profile, flow vs. pressure plots
Applicable GroundGlacial till, alluvium, fractured metasedimentary rock

Quick answers

When is a Lugeon test required instead of a Lefranc test in Saint John?

A Lugeon test is required when the investigation encounters fractured rock — typical of the Coldbrook Group or Carboniferous sedimentary units in Saint John — and the design needs to quantify flow through joints and bedding planes. The Lefranc test is applied in the overlying soil and highly weathered rock zones where a packer cannot seal. Any deep excavation, dam foundation, or grouting program in the city's bedrock will require Lugeon values to properly size dewatering and cut-off measures.

How does the Bay of Fundy tide affect permeability test results?

The large tidal range in the Bay of Fundy, which reaches over 8 meters at the Saint John river mouth, can induce a cyclic fluctuation in the groundwater table near the coast. During a falling-head Lefranc or a Lugeon pressure stage, our technicians simultaneously monitor a nearby piezometer to correct the test data for tidal influence. This ensures the computed hydraulic conductivity reflects the formation properties, not the transient boundary condition.

What is the typical cost range for a field permeability testing program in Saint John?

A targeted program involving two to three Lefranc tests in overburden and a Lugeon profile over a 15-meter rock interval generally ranges from CA$980 to CA$1.320, depending on the number of packer stages and the need for tidal correction monitoring. The final scope is adjusted after reviewing the borehole logs to select the most representative test intervals.

Can a single Lugeon test provide the permeability for the entire rock mass?

No. The Lugeon test measures the hydraulic conductivity of a specific, isolated interval of rock — typically 3 to 5 meters in length. Because fracture density and connectivity can vary dramatically over short distances in the deformed metasediments of the Saint John area, a profile of tests at different depths is necessary to capture the full hydraulic behavior of the rock mass and identify high-transmissivity zones that control groundwater inflow.

Location and service area

We serve projects in Saint John NB and surrounding areas.

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