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MASW & VS30 Testing in Saint-Hyacinthe for NBCC Compliance

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Saint-Hyacinthe sits at 45 metres above sea level on the south shore of the Yamaska River. The soil here is tricky. Thick marine clay from the old Champlain Sea blankets much of the region. That clay amplifies seismic waves. The 2013 National Building Code update raised the bar for seismic design in Quebec. We run MASW surveys across the Saint-Hyacinthe area—from the agri-food district near Highway 20 to the residential expansion zones south of downtown. The data feeds directly into NBCC site classification. VS30 is the number engineers need. We deliver it. No fluff. For deeper correlation on soft soils we combine MASW with CPT testing to verify stratigraphy before classifying the site.

VS30 is not just a number for the permit. It is what determines how much your building will shake.

Process and scope

We deploy a 24-channel seismograph with 4.5 Hz geophones. The array stretches 46 metres. A 10 kg sledgehammer on an aluminum plate generates the surface waves. The system records Rayleigh wave dispersion. We invert the data to get a shear wave velocity profile with depth. In Saint-Hyacinthe we set the array parallel to the property line when space is tight. The equipment works on grass, asphalt, and gravel. No drilling. No disturbance. For sites where bedrock depth is uncertain we sometimes run a seismic refraction line alongside MASW to confirm the refusal interface. The whole field acquisition takes under two hours for a standard 30-metre profile. Processing runs overnight.
MASW & VS30 Testing in Saint-Hyacinthe for NBCC Compliance
Technical reference image — Saint-Hyacinthe

Local geotechnical context

Saint-Hyacinthe grew around the Yamaska River in the 1800s. The oldest neighbourhoods sit on natural levees and floodplain deposits. The newer industrial parks east of the city occupy flat clay plains. The problem: clay thickness varies from 5 to over 30 metres within a single lot. Guessing the site class is dangerous. A site classified as Class C on one corner can drop to Class E fifty metres away. NBCC 2020 ties the seismic design force directly to site class. Get it wrong and the structure is under-designed. We have seen this on projects near the Saint-Hyacinthe research centre. The owner assumed firm ground. MASW showed 28 metres of soft clay. The foundation design changed from shallow footings to piles. That discovery saved the project.

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Technical data

ParameterTypical value
Measured parameterVp, Vs, Poisson's ratio
Survey depthUp to 30 metres
Array length46 metres (24 channels)
Geophone frequency4.5 Hz vertical
NBCC site class outputA through E
Data formatSEG-2, CSV, PDF report
Acquisition time~2 hours per line

Complementary services

01

MASW Profile

Single or multiple 46-metre lines to determine Vs versus depth. Raw data and inversion results included.

02

VS30 Calculation

Travel-time average of shear wave velocity for the top 30 metres. NBCC site class assigned per Table 4.1.8.4.A.

03

Combined Seismic Survey

MASW plus seismic refraction on the same line. Best option when bedrock depth is unknown and you need both Vs and rippability.

Reference standards

NBCC 2020 (National Building Code of Canada), CSA A23.3-19 (Design of concrete structures), ASTM D7400 (MASW standard test method)

Common questions

How much does a MASW survey cost in Saint-Hyacinthe?

A standard single-line MASW survey in the Saint-Hyacinthe region typically ranges from CA$2,070 to CA$4,220. The final amount depends on access conditions, number of lines, and whether additional testing like refraction is bundled. We send a fixed-price quote after reviewing the site address and project scope.

Which NBCC site class applies to the clay soils in Saint-Hyacinthe?

Most clay deposits in the Saint-Hyacinthe area fall into site class D or E depending on thickness and shear wave velocity. NBCC 2020 Table 4.1.8.4.A defines the boundaries. VS30 below 180 m/s generally triggers class E. We measure the actual velocity. No assumptions.

How long does it take to get the VS30 report?

Field work for a single MASW line takes about two hours on site. Data processing and report preparation require three to four business days. We deliver a stamped PDF report with the Vs profile, VS30 value, and NBCC site class ready for permit submission.

Location and service area

We serve projects in Saint-Hyacinthe and surrounding areas.

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