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SPT (Standard Penetration Test) in St. Catharines — Stratigraphic Profiling & N-Value Determination

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The subsurface profile under St. Catharines shifts dramatically over short distances. A site near the dense till of the Lake Iroquois Plain often reveals high blow counts within 4.5 metres, while a borehole advanced into the glaciolacustrine silts of the Merritton corridor can register N-values below 8 for the first 9 metres. These contrasts demand a stratigraphic investigation that separates stiff Halton Till from soft Twelve Mile Creek valley infill. Standard Penetration Testing provides that resolution: a split-spoon driven 450 mm by a 63.5 kg hammer, recording blows per 150 mm. The resulting N60, corrected for rod energy, overburden, and sampler configuration, feeds directly into bearing capacity equations and liquefaction screening. For sites where the native lacustrine clay transitions abruptly into shale bedrock at variable depth, we often pair SPT logging with seismic refraction to map the rockhead before mobilizing a heavier drill rig.

In St. Catharines, the transition from dense Halton Till to soft Twelve Mile Creek silts can occur within a single lot — SPT N-values capture that boundary where geophysics alone cannot resolve it.

Our service areas

Our approach and scope

A recent residential excavation on Glenridge Avenue exposed a layered sequence typical of the Escarpment benchlands: silty clay over dense sandy silt till, perched groundwater at 3.2 metres. The contractor needed a reliable friction angle and undrained shear strength profile to size retaining elements within the City of St. Catharines' 1.2-metre excavation depth threshold for tiered shoring. We advanced three SPT boreholes to 12 metres, logging split-spoon recovery, SPT N-values, and pocket penetrometer readings at each 1.5-metre interval. The granular till between 6 and 9 metres produced N60 values of 28 to 39, correlating to a friction angle near 35 degrees using Hatanaka and Uchida's published relationship. In the upper soft clay, N-values of 5 to 7 translated to an undrained shear strength of approximately 30 kPa. For comparative verification of modulus in the clay stratum we recommended a supplementary CPT test with pore pressure dissipation, which confirmed the SPT-derived stratification and identified a thin drainage lens missed by the spoon samples.
SPT (Standard Penetration Test) in St. Catharines — Stratigraphic Profiling & N-Value Determination
Technical reference — St. Catharines

Local geotechnical context

The Twelve Mile Creek valley and its tributary ravines contain up to 15 metres of post-glacial organic silt and soft clay, where uncorrected SPT N-values below 4 are common. St. Catharines sits within the moderate seismic hazard zone of the western Lake Ontario basin, with a 2% in 50-year spectral acceleration near 0.35 g on firm ground. Under NBCC 2020 site class E or F amplification, these soft soils become candidates for cyclic softening and flow liquefaction. A single borehole with SPT sampling provides the N60 data needed to run a Seed-Idriss simplified liquefaction triggering analysis. When refusal on shale is encountered above 3 metres on the Escarpment brow, the SPT N-value exceeds 50 over three consecutive 150 mm increments, triggering the NBCC site class B or A designation and eliminating the deep soil amplification penalty — a critical distinction for structural design loads.

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Explanatory video

Relevant standards

NBCC 2020 — Division B, Section 4.1.8 (Seismic Hazard and Site Classification), CSA A23.3-19 — Design of Concrete Structures (Annex D: Geotechnical Input), ASTM D1586/D1586M-18 — Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils, ASTM D6066-11(2018) — Standard Practice for Determining the Normalized Penetration Resistance of Sands for Evaluation of Liquefaction Potential, FHWA GEC No. 5 — Evaluation of Soil and Rock Properties (Sabatini et al., 2002)

Technical parameters

ParameterTypical value
Hammer typeSafety hammer with cathead and rope (energy ratio calibrated per ASTM D1586)
SamplerStandard 2-inch OD split-spoon with ball check valve
Driving standard450 mm penetration, blows recorded over three 150 mm increments (N = sum of last two)
Typical depth range in St. Catharines6 to 18 metres, extended to 25 metres for deep valley fills
Correlation outputN60, (N1)60, relative density, friction angle, undrained shear strength
Standard referenceNBCC 2020, CSA A23.3-19, ASTM D1586/D1586M-18, FHWA GEC No. 5
Reporting intervalContinuous log with N-values at 1.5 m intervals; closer spacing in variable strata

Questions and answers

What is the cost range for an SPT investigation on a standard residential lot in St. Catharines?

For a typical St. Catharines residential site requiring two boreholes to 9 metres depth, the mobilization, drilling, SPT sampling, and geotechnical report generally range from CA$780 to CA$1.030. The final figure depends on access constraints, traffic control requirements on arterial roads like Ontario Street, and whether the borehole encounters early refusal on Queenston Shale.

How does the SPT N-value correlate to allowable bearing pressure under NBCC and CSA A23.3?

Corrected N60 values are correlated to friction angle via published relationships (Hatanaka and Uchida, Peck et al.) and then entered into bearing capacity equations per Canadian Foundation Engineering Manual. For footings on dense Halton Till with N60 above 30, allowable bearing pressures typically exceed 200 kPa at serviceability, while soft glaciolacustrine clay with N60 below 8 may limit pressure to 75 kPa pending settlement analysis.

Why does St. Catharines require SPT sampling instead of just CPT for foundation design?

CPT provides excellent continuous profiling in the soft silts of the Twelve Mile Creek valley, but it cannot recover a physical soil sample. SPT split-spoon sampling retrieves a disturbed specimen essential for visual classification, Atterberg limits, and grain size analysis. In the Escarpment benchlands, where the stratigraphy alternates between clay, till, and weathered shale, the physical sample is critical for confirming the contact depth and identifying dolostone fragments that CPT friction sleeves may misinterpret as dense granular material.

Location and service area

We serve projects in St. Catharines and surrounding areas.

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