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Exploratory Test Pits for Geotechnical Investigation in Saguenay

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A 20-ton excavator with a 24-inch smooth bucket cuts through the stiff silty crust of the Saguenay lowlands, opening a window into the subsurface that no borehole can match. Exploratory test pit investigation in this region means direct visual access to the complex layering left behind by the Laflamme Sea incursion, where glaciolacustrine silts sit over sensitive marine clays at depths often exceeding 3 metres. Our field teams log strata in-situ using the Unified Soil Classification System, collect undisturbed block samples from pit walls, and perform pocket penetrometer and torvane readings right at the face. For projects near the Rivière Saguenay or on the terraces above Jonquière, the test pit method reveals sand lenses, oxidized zones, and groundwater seepage patterns that drive critical decisions on footing elevation and drainage design.

A single test pit in Saguenay's marine clay can reveal the difference between a conventional footing and a piled solution, all before a single structural dollar is spent.

Scope of work

The freeze-thaw cycles of the Saguenay–Lac-Saint-Jean region, where winter temperatures routinely drop below -25°C, impose a frost penetration depth that exceeds 1.8 metres in exposed silts. Exploratory test pit logging must identify ice-lensing potential and the transition from desiccated crust to intact clay, data that directly feeds frost-protected shallow foundation design under Part 9 of the NBCC. We coordinate with utility locates and municipal permits before mobilizing, then excavate to depths of up to 5 metres while logging moisture content profiles and the depth to the water table, which in spring can rise to within 0.5 metres of grade in the low-lying sectors of Chicoutimi. When the pit exposes gravelly till over soft clay, a CPT test can extend the investigation below the reach of the excavator, providing continuous tip resistance and sleeve friction data through the sensitive clay without disturbing the sample.
Exploratory Test Pits for Geotechnical Investigation in Saguenay
Technical reference image — Saguenay

Area-specific notes

The marine clay deposits underlying much of Saguenay, deposited during the post-glacial Laflamme Sea transgression, carry a well-documented sensitivity that can exceed 30, meaning the undisturbed strength collapses upon remolding. Excavating a test pit through the weathered crust into this intact sensitive clay without triggering a bottom heave or sidewall instability requires staging the cut and managing water inflow carefully. In the Kénogami and Arvida sectors, buried boulder-strewn till layers intermix with varved silts, creating abrupt stratigraphic contrasts that are easily missed in a borehole log but plainly visible on a properly cleaned pit wall. Our crews include a supervising engineer who inspects each pit face before sampling, checking for shear surfaces, organic seams, and desiccation cracks that signal seasonal groundwater fluctuation and potential long-term settlement under load.

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Reference parameters


ParameterTypical value
Maximum excavation depth5 m (with standard excavator); deeper with benching
Bucket typeSmooth-edged 24-inch, toothless for undisturbed wall preparation
Logging standardASTM D2488 (Visual-Manual Procedure) and ASTM D2487 (USCS classification)
In-Situ at pit facePocket penetrometer, hand vane (torvane), dynamic cone penetrometer
Sampling methodUndisturbed block samples, bulk disturbed samples, Shelby tube push from pit base
Typical frost depth considered1.8–2.2 m, per NBCC climatic data for Saguenay region
Groundwater observationDepth to water table recorded immediately and after 24-hour stabilization
Backfill and surface restorationCompacted lifts with density testing (sand cone) available upon request

Linked services

01

Test Pit Excavation and Visual Logging

Machine excavation to 5 m depth with continuous logging of stratigraphy, color, moisture, consistency, and plasticity directly on the pit face. Photographic documentation of each wall and the pit base is included with every log.

02

Undisturbed Block and Disturbed Sampling

Collection of orientated block samples from selected horizons for laboratory strength and consolidation testing. Bulk disturbed samples are taken for moisture content, grain size, and Atterberg limits correlation.

03

Permafrost and Frost Susceptibility Assessment

Evaluation of soil frost susceptibility based on grain size distribution and in-situ moisture conditions. Recommendations for frost-protected shallow foundation insulation or deepened footing elevation per Saguenay climatic data.

Standards used


ASTM D2488-17e1 (Standard Practice for Description and Identification of Soils — Visual-Manual Procedure), ASTM D2487-17e1 (Standard Practice for Classification of Soils for Engineering Purposes — USCS), NBCC 2015 / 2020 Part 9 (Housing and Small Buildings) and Part 4 (Structural Design — frost protection requirements), CSA A23.3 (Design of Concrete Structures — foundations on rock/soil per geotechnical recommendations)

Quick answers

What is the typical cost of an exploratory test pit in Saguenay?

For a standard investigation involving machine excavation to 3–4 metres depth, logging by a field engineer, and collection of disturbed samples, budget between CA$750 and CA$1,000 per pit. The price varies with access conditions, the number of pits, and whether undisturbed block sampling or groundwater monitoring is required.

How long does a test pit investigation take, from mobilization to final report?

Fieldwork for two to four pits is typically completed in one day, provided utility locates are cleared in advance. The geotechnical report with logs, field test results, and foundation recommendations is delivered within five to seven business days after the site work.

Can a test pit replace a borehole for foundation design in Saguenay?

A test pit provides higher-quality visual and sampling data within the reach of the excavator, but it cannot go as deep as a borehole. For single-family homes and light commercial buildings founded within 2–3 metres of grade, a test pit program is often sufficient. When deeper strata control the design, we recommend supplementing with CPT soundings or SPT boreholes.

What safety measures are followed during test pit excavation in sensitive clay?

All excavations in Saguenay's sensitive marine clay are benched or sloped back at a ratio no steeper than 1.5H:1V, and the pit is inspected by the supervising engineer before anyone enters. Groundwater is controlled with sump pumping where necessary, and the spoil is placed at least 1 metre from the edge.

Location and service area

We serve projects across Saguenay and surrounding areas. More info.

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