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MASW / VS30 Shear Wave Velocity Testing in Sault Ste Marie

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NBCC 2020 Part 4 requires a site-specific shear wave velocity profile for seismic design in Sault Ste Marie. The city sits on complex overburden atop Precambrian bedrock of the Canadian Shield, where sharp impedance contrasts are common. We run MASW surveys to measure Vs30 directly, not from blow-count correlations. The St. Marys River valley adds a layer of complexity: soft lacustrine clays and silts overlying till, with bedrock depth varying from 2 to over 30 metres across the city. A CPT test often complements the array when we need stratigraphic control, and in areas with suspected loose sands near the river we tie results to a liquefaction assessment per NBCC guidelines. The array geometry adapts to site constraints: 24 or 48 geophones, active source, sometimes passive noise when urban traffic helps the low-frequency range.

A direct Vs30 measurement removes the ±15% uncertainty of N-value correlations in glacial till, a margin that can change the NBCC site class.

How we work

Sault Ste Marie's expansion south and east from the riverfront has pushed development onto glaciofluvial terraces and pockets of compressible organic silt. Historically, the steel plant and rail corridors dictated where geotechnical work concentrated, but now residential subdivisions in the north end require seismic classification on terrain that was never mapped at high resolution. Our MASW field setup uses 4.5 Hz geophones with a 2 m spacing as default, switching to 1 m spacing when the target is shallow bedrock. The dispersion curve is inverted to a 1D Vs profile, and we extract Vs30 from the upper 30 m. Where refusal is shallower, we log the depth to rock and adjust the site class accordingly. The technique integrates well with a seismic refraction line when the client also needs rippability data for excavation planning in the Shield rock.
MASW / VS30 Shear Wave Velocity Testing in Sault Ste Marie
Technical reference image — Sault Ste Marie

Local considerations

A mistake we see often in Sault Ste Marie is classifying a site as Class C based on a few SPT blows in stiff till, when the Vs30 profile from MASW shows it is actually Class D due to softer clay layers at 10–20 m depth. That misclassification loads a structure with higher seismic forces than the foundation was designed for. Another risk is running the array too short: in the east end where bedrock dips below 25 m, a 46 m spread cannot resolve the lower velocity layers, and the inverted Vs30 becomes artificially high. We always run a preliminary refraction or consult water well logs to estimate bedrock depth before setting the spread length. Frozen ground in November through March also stiffens the near-surface and biases Vs30 upward if the survey is not scheduled carefully.

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Technical parameters

ParameterTypical value
Array length46 m to 92 m (24 or 48 geophones)
Geophone frequency4.5 Hz vertical-component
Source typeSledgehammer on aluminum plate (active); traffic noise (passive)
Maximum investigation depthTypically 30 m (Vs30); up to 60 m with passive-source combination
Vs30 site class outputNBCC 2020 Classes C, D, E (occasionally B on rock)
Sampling interval0.5 ms or 1.0 ms
Dispersion analysisf-k transform and MASW 1D inversion

Other technical services

01

MASW Field Acquisition and Vs30 Reporting

24- or 48-channel survey with active and passive sources. Dispersion curves, 1D Vs profiles, and Vs30 calculation in a stamped report ready for the structural engineer. Site class per NBCC 2020 Table 4.1.8.4.A included.

02

Combined MASW + Bedrock Profiling

Paired with seismic refraction or a limited drilling program when the depth to Shield bedrock must be confirmed. Useful for irregular bedrock topography common in the north part of the city.

Reference standards

NBCC 2020 Part 4 – Seismic Hazard and Site Classification (Vs30 method), CSA A23.3-19 – Design of Concrete Structures, seismic provisions referencing site class, ASTM D7400-19 – Standard Test Methods for Downhole Seismic Testing (cross-reference for validation)

Frequently asked questions

What does a MASW / Vs30 survey cost in Sault Ste Marie?

For a standard 2-line MASW survey with active source in the Sault Ste Marie area, budget between CA$2,600 and CA$4,240 depending on array length, number of spreads, and whether passive-source recording is added for deeper profiles. Sites with restricted access or heavy vegetation may require additional line clearing time.

How long does the field work take for a MASW survey?

A two-line survey with a 24-channel array typically takes half a day on site, including setup, calibration shots, and teardown. Adding passive noise recording extends the session by 20–30 minutes per spread. The report with Vs profile and site class is delivered within five to seven business days.

Can MASW be performed in winter in Sault Ste Marie?

Yes, but with a caveat. Frozen ground increases the near-surface shear wave velocity and can bias Vs30 upward by 10–20%. We recommend scheduling surveys between April and October. If a winter survey is unavoidable, we document frost depth and apply a correction factor, though NBCC does not formally recognize adjusted values, so the report notes the condition.

What is the difference between Vs30 from MASW and from SPT correlations?

MASW measures Vs directly from surface-wave dispersion, giving a continuous velocity profile. SPT correlations use empirical relationships to estimate Vs from blow counts. In Sault Ste Marie's glacial tills, those correlations carry ±15% uncertainty, enough to shift a site from Class C to Class D. NBCC 2020 Commentary L recommends direct measurement over correlation when seismic design is critical.

Which NBCC site classes are typical in Sault Ste Marie?

Class C (very dense soil or soft rock, 360 < Vs30 ≤ 760 m/s) is common on the glacial till uplands. Class D (stiff soil, 180 < Vs30 ≤ 360 m/s) appears in the St. Marys River valley where softer lacustrine clays are present. Class E (soft soil, Vs30 < 180 m/s) is rare but found in isolated organic-filled depressions. Class B (rock, 760 < Vs30 ≤ 1500 m/s) occurs where the Precambrian Shield outcrops or lies within 3 m of surface.

Location and service area

We serve projects in Sault Ste Marie and surrounding areas.

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