MASW / VS30 Shear Wave Velocity Testing in Cleveland

Cleveland sits on a complex glacial and lacustrine sequence. Soft clay layers interbed with dense till and Devonian shale. Getting site class right here is not a formality. The depth to bedrock shifts from 10 feet in the Flats to over 100 feet out in the eastern suburbs. A MASW survey maps Vs profiles without drilling into erratic fill. For sites near the Lake Erie shoreline, the NEHRP site amplification factors become critical. We run 24-channel and 48-channel arrays to resolve both shallow stiff layers and deep impedance contrasts. This data feeds directly into the ASCE 7 site classification table. When the borehole refusal happens above 100 feet on shale, we pair surface wave data with a seismic refraction line to confirm the velocity inversion.

A MASW survey costs a fraction of a downhole seismic test and covers the full 30 meters without a borehole—critical when Cleveland’s shale stops the auger at 15 feet.

Scope of work in Cleveland

IBC Section 1613 and ASCE 7-22 Chapter 20 make Vs30 the primary metric for site class. Cleveland's building department enforces this for any structure over three stories. Our field setup uses vertical geophones at 1 to 2 meter spacing. Source is a 10 kg sledgehammer on an aluminum plate. Dispersion curves get picked manually. No auto-picking algorithms. The inversion runs through a layered half-space model with damping factors tuned to the Great Lakes basin velocity structure. We deliver a Vs30 value, a Vs profile to 30 meters, and the corresponding Site Class A through F. A typical survey takes one morning. Results are ready within two business days. Reports include raw shot gathers, dispersion spectra, and the modeled Vs column.
MASW / VS30 Shear Wave Velocity Testing in Cleveland
MASW / VS30 Shear Wave Velocity Testing in Cleveland
ParameterTypical value
Vs30 target depth30 meters (100 ft) per IBC/ASCE 7
Array type24 or 48 channel linear spread
Geophone frequency4.5 Hz vertical component
SourceAccelerated weight drop or sledgehammer
Sampling rate0.5 to 1.0 ms
Dispersion analysisManual picking, fundamental mode
Inversion algorithmLayered half-space, damped least squares
Site class outputA through F per ASCE 7-22 Table 20.3-1

Typical technical challenges in Cleveland

In the Cuyahoga Valley, we see fill thicknesses that vary 20 feet across a single lot. A single borehole misses that. MASW captures lateral variation through the entire array length. More common: a stiff clay crust over soft lacustrine clay creates a velocity inversion. Standard refraction misses it. Surface wave inversion resolves it if we run a full multimodal analysis. Missing that soft layer undercounts site amplification. The result is a Site Class D assigned where Site Class E is correct. That error flows straight into the seismic base shear calculation. We have seen foundation designs 15% under capacity because of this. Cleveland's lakebed stratigraphy demands the surface wave approach. No short cuts.

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Applicable standards: ASCE 7-22 Chapter 20, IBC 2021 Section 1613, ASTM D4428/D4428M-17, NEHRP Recommended Provisions

Our services

Every MASW survey in Cleveland includes Vs30 calculation, site class determination, and a signed engineering report. We also offer complementary testing when the subsurface conditions require it.

MASW / Vs30 Survey

Full 30-meter shear wave velocity profile using active-source surface wave method. Includes dispersion curve, inversion model, and ASCE 7 site class letter.

Combined MASW + Seismic Refraction

Paired survey package for sites with suspected velocity inversions or shallow bedrock. Refraction maps P-wave velocity while MASW resolves the Vs column.

Downhole Seismic (Cross-check)

Borehole-based Vs measurement when a drill rig is already on site. Used to calibrate MASW profiles in complex Cleveland stratigraphy.

Site-Specific Response Spectra

Ground motion analysis using the measured Vs profile and regional seismicity. Produces design spectra per ASCE 7 Chapter 21 for nonlinear time-history input.

Quick answers

How much does a MASW survey cost for a typical Cleveland commercial lot?

For a standard commercial lot in the Cleveland area, a complete MASW survey with Vs30 calculation and signed report runs between US$1,770 and US$3,370. The range depends on array length, number of shots, and whether we need a second spread to cover the full site. Steep sites along the Cuyahoga River valley may require additional setup time.

Does the City of Cleveland accept MASW for site classification without boreholes?

Yes. The Cleveland building department accepts MASW-derived Vs30 values for IBC site classification when the report follows ASTM D4428 and includes raw data. For sites with known fill or organic layers, they may request one calibration borehole. We coordinate that with a local driller.

How long does the field work take and what access do you need?

A single array setup takes about two hours on flat ground. We need a clear line roughly 75 to 150 feet long depending on the array. Grass, asphalt, or gravel is fine. We cannot shoot through concrete slabs or dense brush. The crew is two people. No drilling, no excavation, no traffic disruption.

Coverage in Cleveland