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Exploratory Test Pits in Wollongong: Direct Access to Subsurface Conditions

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The excavator bucket hits the claystone at two metres. That is the first real data point no borehole log can fully replicate. In Wollongong, where the Illawarra Escarpment dictates drainage paths and residual soils sit directly over Permian bedrock, an exploratory test pit gives the project geologist an open face to log. We use 5-tonne to 14-tonne tracked excavators on sites from Thirroul to Dapto. The trench goes down to 3.5 metres or refusal. The walls are cleaned, photographed, and logged to AS 1726. You see the colluvium, the mottling, the seepage horizon. That visual record matters when you are placing a pad footing near a gully line or assessing reactive clay depth under a slab. It also matters when you need undisturbed block samples for triaxial testing to get drained strength parameters for cut slope design.

An open excavation reveals what a 50 mm core cannot: the true fabric of the ground.

How we work

Wollongong sits on a coastal plain barely 12 kilometres wide, squeezed between the Tasman Sea and a 400-metre escarpment. That geography concentrates runoff and produces highly variable residual profiles. A test pit on a sloping block in Mount Keira often exposes completely weathered latite over fresh rock within a single vertical face. The method lets us measure discontinuity spacing directly and take large bulk samples for grain size analysis. Depth of excavation is governed by machine reach, ground conditions, and safety. In sandy colluvium we bench the sides. In stiff clay we can cut vertical to 3 metres without support. Every pit is backfilled and compacted on completion. The logging includes moisture condition, consistency or density index, colour, structure, and any observed groundwater inflow. This data feeds directly into bearing capacity estimates for footings and informs the need for subsurface drainage in cut-and-fill residential developments.
Exploratory Test Pits in Wollongong: Direct Access to Subsurface Conditions
Technical reference image — Wollongong

Site-specific factors

The Illawarra region weathers quickly. Fresh latite breaks down to a reactive clay-rich saprolite that can lose half its strength when saturated. A test pit opened after heavy rain often shows perched water moving along the soil-rock interface, a condition that drives numerous retaining wall failures in the northern suburbs. Without direct observation, that seepage path stays hidden. Unsupported pit walls in loose colluvium can collapse without warning; our team follows the Safe Work Australia excavation code strictly. Another risk is misidentifying fill. Wollongong's older residential areas sit on undocumented ash and slag fill from early 20th-century industry. A pit face exposes the difference between natural alluvium and anthropogenic material immediately, preventing the costly mistake of assuming uniform bearing strata where none exists.

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Video overview

Reference parameters

ParameterTypical value
Maximum practical depth3.5 m (tracked excavator)
Excavator weight class5 t to 14 t
Logging standardAS 1726-2017
Face stability in clayVertical to 3 m where undrained strength > 50 kPa
Sampling methodBlock samples, bulk bags, Shelby tubes (sidewall)
Backfill requirementCompacted in 200 mm lifts
Typical sitesResidential slabs, retaining walls, slope investigations

Associated technical services

01

Residential & hillside investigation

Pits positioned to assess cut-fill transitions, reactive clay depth, and basement drainage requirements on sloping blocks typical of Balgownie, Mount Ousley, and Woonona.

02

Commercial & infrastructure logging

Multiple pits for council-deposited plans, stormwater infiltration assessment, and pavement subgrade evaluation. Logs include defect mapping and photographic record per AS 1726.

Applicable standards

AS 1726-2017: Geotechnical site investigations, AS 4678-2002: Earth-retaining structures, AS/NZS 1170.0:2002: Structural design actions, Safe Work Australia: Code of Practice – Excavation Work

Quick answers

What depth can a test pit reach in Wollongong's ground conditions?

With a 14-tonne excavator we reach approximately 3.5 metres in soil. Refusal on shallow bedrock, common along the escarpment foothills, often limits depth to 1.5 to 2.5 metres. In deep alluvium near the Port Kembla area, 3.5 metres is achievable.

How much does an exploratory test pit cost in the Illawarra?

A single pit with machine mobilisation, excavation, logging, sampling, and backfill typically ranges from AU$780 to AU$1,170. The final figure depends on access constraints, depth reached, and the number of samples required for laboratory testing.

Which Australian standard governs the logging of test pits?

We log, sample, and describe soil and rock in accordance with AS 1726-2017. This standard defines the terminology for consistency, moisture condition, colour, and structure used in every report we issue.

Can you collect undisturbed samples from a test pit?

Yes. Block samples are cut directly from the pit face and sealed on site to preserve natural moisture and structure. Sidewall Shelby tubes can also be pushed into cohesive layers. These samples are suitable for triaxial or consolidation testing at our NATA-accredited laboratory.

Location and service area

We serve projects in Wollongong and surrounding areas.

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