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MASW & VS30 Shear Wave Velocity Testing in Ottawa

Rigorous testing. Clear reporting.

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Ottawa sits at roughly 70 meters above sea level, on a basin of sensitive Leda clay and glacial till that amplifies seismic motion in ways a standard borehole log doesn't capture. The 2010 Val-des-Bois earthquake — a magnitude 5.0 centered just 60 km north — rattled downtown towers and triggered dozens of slope failures along the Ottawa River, reminding engineers that the capital region is in a moderate seismic zone where site effects matter. A MASW survey measures shear wave velocity directly from the surface, delivering the Vs30 value that the National Building Code of Canada uses to assign site class from A to E. Without that number, you're guessing at the spectral acceleration your structure actually needs to resist. We run the test in parking lots, vacant parcels, and pre-construction pads across Nepean, Kanata, and Orleans, often pairing it with CPT soundings to tie velocity profiles to tip resistance and sleeve friction in the same soil column.

A fifteen percent error in Vs30 can shift your site class from C to D under NBCC, doubling the design spectral acceleration — and the foundation cost.

Our service areas

Scope of work

Ottawa's expansion through the post-war era pushed subdivisions onto Champlain Sea deposits that behave elastically under small strains but lose strength dramatically when remolded. The MASW method became a practical alternative to downhole logging in the 1990s, and it fits the local geology surprisingly well: the impedance contrast between stiff silty clay and the limestone bedrock at 20 to 40 meters depth produces a clean, unambiguous dispersion curve. A single survey line with 24 geophones can resolve Vs30 across a 50-meter spread in under two hours, covering the footprint of a mid-rise residential block.
Our team uses a 10-kg sledgehammer source for shallow resolution and a weight-drop trailer for deeper penetration when bedrock sits below 30 meters. Data processing follows the multichannel analysis workflow — transform the shot gather to frequency-phase velocity domain, pick the fundamental mode, and invert to a 1D shear wave velocity profile. The resulting Vs30 feeds directly into Table 4.1.8.4.A of NBCC 2015, but we also flag soft layers between 5 and 15 meters that control site period and can amplify three- to five-story structures. When the velocity contrast is sharp, we occasionally confirm the bedrock depth with a single SPT borehole at the array center, just to anchor the interpretation.
MASW & VS30 Shear Wave Velocity Testing in Ottawa
Technical reference — Ottawa

Area-specific notes

NBCC 2015 Article 4.1.8 and the companion commentary make site classification a mandatory step for any structure assigned to Importance Category Normal or higher. Ottawa's official hazard values peg PGA at roughly 0.12–0.18 g on firm ground — modest by Vancouver standards, but the city's soft soils routinely amplify ground motion by a factor of two or three. The Geological Survey of Canada has mapped pockets of Class E soil in the Greenbelt and along the Rideau River floodplain, and even Class D sites can impose a design base shear 40% higher than what a Class C assumption would produce. Skipping the Vs30 measurement means either paying for unnecessary conservatism or, worse, under-designing lateral systems in a region where the recurrence interval for a damaging quake is shorter than most developers assume. We've seen cases near Merivale Road where Vs30 varied by more than 80 m/s across a single building footprint — a reminder that borrowing a site class from a neighboring lot is not a defensible engineering practice.

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Standards used


NBCC 2015, Article 4.1.8 and Site Classification Table 4.1.8.4.A, ASTM D4428 Standard Test Methods for Crosshole Seismic Testing (adapted for surface wave), ASTM D7400 Standard Test Methods for Downhole Seismic Testing (complementary when needed), CSA A23.3 Annex A — Seismic design provisions for concrete structures referencing site class, NEHRP Provisions for Seismic Regulations for New Buildings (referenced in GSC guidance)

Technical data

ParameterTypical value
Test standardASTM D4428 / D7400 (active and passive surface wave)
Array configuration24-channel linear spread, 1–5 m receiver spacing
Source typesSledgehammer (shallow), accelerated weight drop (deep)
Frequency rangeTypically 3–50 Hz for Vs30 to 30 m depth
Vs30 site classes (NBCC)A (>1500 m/s) through E (<150 m/s)
DeliverablesDispersion curve, 1D Vs profile, Vs30 value, NBCC site class letter
Typical depth of investigation30–60 m depending on source energy and geology
Complementary testingSPT, CPTu, crosshole seismic, or downhole logging

Common questions


How much does a MASW / Vs30 survey cost in Ottawa?

Budget between CA$2,160 and CA$4,420 for a typical single-line MASW survey with 24-channel acquisition, dispersion analysis, 1D inversion, and a formal Vs30 site class letter. The final number depends on site access, line length, whether passive-source recording is added for deeper penetration, and the number of test locations. Multi-line or portfolio-scale jobs adjust on a per-line rate.

Which NBCC site class applies to my Ottawa property?

Site class depends on the average shear wave velocity in the upper 30 meters (Vs30) and the soil profile type. Much of urban Ottawa falls into Class D (stiff clay, Vs30 150–360 m/s) or Class E (soft Leda clay, Vs30 <150 m/s), but a five-minute walk can change the answer — the boundary between Classes C, D, and E is sharp where till meets Champlain Sea clay. Only a direct Vs30 measurement confirms the classification.

Is MASW accepted by the City of Ottawa for building permit applications?

Yes. MASW-derived Vs30 is accepted as the primary site classification method by the City of Ottawa Building Code Services, provided the survey follows ASTM D4428/D7400, the dispersion curve is interpretable, and the report includes a professional geotechnical engineer's stamp with NBCC Table 4.1.8.4.A classification. In some cases, the city may request a single verification borehole.

How long does a MASW test take on site?

A single 24-channel MASW line on prepared ground takes about 90 minutes to two hours from equipment setup to final shot record verification. Deploying the geophone spread is the longest step — data acquisition itself is minutes. Adding passive-source recording for deeper bedrock adds roughly 30 minutes per station. We usually deliver the processed Vs profile and site class within three to five business days.

Can MASW tell me the depth to bedrock in Ottawa?

MASW gives you the shear wave velocity profile, and bedrock is typically identified as a sharp velocity jump to 800 m/s or higher. In Ottawa's Champlain Sea basin, the contact between soft clay and Paleozoic limestone or shale usually appears between 20 and 40 meters depth and is well resolved — but if the contrast is gradational (weathered rock or dense till), we may recommend pairing the survey with an SPT borehole or CPT refusal probe to confirm the exact depth.

Location and service area

We serve projects across Ottawa and surrounding areas.

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