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MASW and VS30 Shear Wave Velocity Testing in Minneapolis

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We ran a MASW survey last winter off West River Parkway where a developer wanted six stories on ground that had everyone nervous. The geotechnical report called it outwash sand, but the shear wave velocity profile told a different story below 18 meters: a stiff glacial till that saved the project from deep foundations. Minneapolis sits on a complex stack of Quaternary deposits—till, lake sediments, alluvium—and the seismic microzonation work done after the 2011–2012 earthquake sequence showed just how much VS30 varies block by block. Our lab runs active and passive MASW with 24-channel arrays, processing dispersion curves against the city's known stratigraphy so the Vs profile ties back to what the drill rig actually found.

VS30 is not a layer average; it is a travel-time-weighted parameter. A soft lens at 8 meters can shift the site class more than bedrock at 25.

Our service areas

Methodology and scope

Downtown Minneapolis grew fast after the milling boom, and a lot of those 19th-century foundations went in before anyone knew the difference between a C and D site class. Today, the IBC 2024 and ASCE 7-22 Section 20.4 require VS30 for seismic design category determination, and Minneapolis building officials expect site-specific data, not just proxy values from the USGS map. Our approach combines surface-wave dispersion with SPT drilling to correlate Vs with N-value in the same profile, which is especially useful where the Platteville limestone is shallow and the impedance contrast spikes the amplification factor. We run linear arrays at 46-meter spreads for 30-meter depth targets, and passive arrays when ambient noise from I-35W gives us enough low-frequency energy to reach 50 meters.
MASW and VS30 Shear Wave Velocity Testing in Minneapolis
Technical reference — Minneapolis

Local considerations

One thing we see repeatedly in Minneapolis is a thin, stiff crust of desiccated clay over softer lacustrine sediments—Glacial Lake Agassiz and post-glacial deposits. A conventional boring with SPT blow counts might show N=15 in the upper 3 meters and classify the site as stiff soil, but the MASW shear wave velocity through that same interval often comes back around 180–220 m/s, pulling the weighted VS30 into Site Class D or even E territory. If the structural engineer designs for Site Class C based on boring logs alone, the base shear gets underestimated. We have also caught loose saturated sand layers in the Mississippi River valley that triggered liquefaction screening reviews when Vs dropped below 200 m/s. The city's Chapter 13 building code amendments require seismic site classification for structures over three stories, and missing a soft layer in the Vs profile can mean a costly redesign six months into permitting.

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Applicable standards

ASTM D4428/D4428M-07 Standard Test Method for Crosshole Seismic Testing (adapted MASW procedures), ASCE/SEI 7-22 Minimum Design Loads and Associated Criteria for Buildings and Other Structures, Section 20.4, IBC 2024 Section 1613 Earthquake Loads—Site Classification, NEHRP Recommended Seismic Provisions for New Buildings, Part 1: Provisions, Chapter 3, ASTM D7400 Standard Test Methods for Downhole Seismic Testing (referenced for Vs interpretation)

Technical parameters

ParameterTypical value
Active MASW source10 kg sledgehammer, 24-channel geophone spread
Passive MASW sourceAmbient noise (traffic, wind), 2D circular arrays
Depth of investigation30 m standard; extended to 50 m with passive arrays
Vs resolution±5% for layers thicker than 2 m in favorable conditions
Site class outputASCE 7-22 Table 20.3-1 (A through F)
Dispersion processingPhase-shift and SPAC, combined inversion
Field QCCoherence > 0.90 per block, shot stacking for signal-to-noise
Reporting standardASTM D4428/D4428M-07, IBC Section 1613

Frequently asked questions

How much does a MASW survey for VS30 cost in Minneapolis?

A standard active-source MASW survey for VS30 in the Twin Cities area typically runs between US$1,800 and US$3,220, depending on the number of array positions, passive array requirements, and travel distance. A combined active-passive survey for deeper profiles falls at the upper end of that range. Each quote includes field time, dispersion processing, inversion modeling, and the signed engineering report.

Can MASW replace borings for site classification in Minneapolis?

MASW gives you the shear wave velocity profile directly, which is what the IBC uses for site class, but the Minneapolis building department still wants at least one boring to tie the velocity profile to material type. We typically run MASW adjacent to an SPT boring so the Vs and N-value correlate through the same stratigraphic column. The two methods together satisfy ASCE 7-22 and local Chapter 13 requirements.

What is the difference between active and passive MASW?

Active MASW uses a controlled source (sledgehammer or weight drop) and gives high-resolution data in the upper 15 to 20 meters, but low-frequency energy is limited. Passive MASW uses ambient noise—traffic, wind, industrial vibrations—to extract surface-wave energy down to 50 meters or more. In Minneapolis, we often run both and merge the dispersion curves because the glacial till surface can be deep and the active source alone may not resolve the velocity below 25 meters.

How long does it take to get the VS30 report?

Field acquisition takes about two to three hours per array position, including setup, shot stacking, and passive recording if specified. Data processing and inversion modeling require an additional two to three business days. Most Minneapolis projects receive the final signed report within four to five business days from the field date.

Does Minneapolis require VS30 measurements or can I use the USGS proxy?

The USGS Vs30 proxy map for Minneapolis is based on topographic slope and has significant uncertainty in areas with complex glacial stratigraphy—especially near the Mississippi River bluffs and along the chain of lakes. The city accepts site-specific MASW data as the preferred method under IBC Section 1613.3.2, and our experience is that site-measured VS30 often differs by one full site class from the proxy value.

Location and service area

We serve projects across Minneapolis and its metropolitan area.

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