← Home · Geophysics

MASW and VS30 Shear Wave Velocity Testing in Jackson, Mississippi

Together, we solve the challenges of tomorrow.

LEARN MORE →

Jackson's expansion along the Pearl River floodplain and into the loess bluffs created a patchwork of subsurface conditions that standard borings alone cannot fully resolve for seismic design. The city sits above the Mississippi Embayment, a deep sedimentary basin that amplifies long-period ground motion in ways that directly affect structural response. For projects governed by the International Building Code, determining VS30 through Multichannel Analysis of Surface Waves eliminates the guesswork in site classification. We run active-source MASW lines with 24-channel geophones and supplement with passive microtremor arrays where depth to bedrock exceeds 30 meters. The resulting shear wave velocity profile feeds directly into the ASCE 7 site coefficients used by structural engineers across the Jackson metro. For deeper investigations in the Yazoo Clay formation, the seismic refraction method provides a complementary P-wave velocity model that helps map the contact between stiff overconsolidated clay and the underlying Eocene sands.

VS30 is not a soil property you can estimate from blow counts alone in the Mississippi Embayment: the impedance contrast at the loess-clay interface produces a velocity reversal that only surface wave methods can capture.

How we work

Jackson's humid subtropical climate means near-surface saturation is common from November through April, which lowers shear wave velocity in the upper five meters and can shift a site from Class C to Class D if not measured in situ. We time surveys around rainfall to avoid the bias that saturated silts introduce, and we always log moisture conditions at the time of acquisition. The active MASW spread uses a 4.5 kg sledgehammer source on an aluminum plate, generating Rayleigh waves in the 5 to 40 Hz range that resolve the top 30 meters with enough detail for VS30 calculation. Passive arrays extend the dispersion curve to lower frequencies using ambient noise from traffic on I-55 and industrial activity near the railyards. Data processing follows the Park et al. (1999) phase-shift method, with inversion constrained by borehole stratigraphy where available. Sites with thick alluvium near the Pearl River often require joint interpretation with CPT soundings to pin down the transition from soft Holocene deposits to the Pleistocene terrace material that underlies much of downtown Jackson.
MASW and VS30 Shear Wave Velocity Testing in Jackson, Mississippi
Technical reference image — Jackson Mississippi

Local geotechnical context

A three-story medical office building on Ridgewood Road was designed assuming Site Class C based on regional geologic maps. Those maps interpolated between sparse boreholes and showed stiff loess at the surface. The MASW survey we completed before foundation design told a different story: VS30 measured 240 m/s, firmly in Site Class D territory. The structural engineer had to increase the base shear by roughly 30 percent per the ASCE 7 design spectrum, adding steel to the moment frames and changing the footing dimensions. Without the velocity data, the building would have been under-designed for the seismic hazard level adopted in the 2018 IBC. The Yazoo Clay, which underlies much of northeast Jackson, weathers to a stiff crust that masks softer material below. Borehole refusal on the crust can give a false sense of competence, while the dispersion curve from MASW averages across the entire column and reveals the true dynamic stiffness over 30 meters.

Need a geotechnical assessment?

Reply within 24h.

Email: contact@geotechnical-engineering1.org

Technical parameters

ParameterTypical value
Active MASW spread length46 to 69 m (24-channel, 2 m spacing)
Source type4.5 kg sledgehammer on aluminum plate
Passive array aperture60 to 120 m (circular or L-shaped)
Frequency range resolved2 to 60 Hz (combined active-passive)
VS30 calculation methodTravel-time average per ASCE 7-22 Section 20.4
Site class range coveredA through E per IBC Table 1613.2.3
Reporting standardISO 17025 accredited, peer-reviewed dispersion curves

Related services

01

Active MASW with 24-Channel Array

Linear spread with 4.5 Hz geophones, sledgehammer source, and 10 to 15 shot points per line. Resolves VS30 for sites up to Site Class C or D where bedrock is within 30 m. Includes dispersion curve, inversion model, and time-averaged VS30 per ASCE 7.

02

Combined Active-Passive Survey

Adds a circular or L-shaped passive array using ambient noise to extend the dispersion curve below 5 Hz. Required for deep soil sites along the Pearl River floodplain where the impedance contrast lies deeper than 40 m. Joint inversion with active data improves resolution at depth.

03

Seismic Site Class Letter Report

Signed report with VS30 value, site class per IBC Table 1613.2.3, spectral acceleration coefficients SDS and SD1, and a comparison to any available borehole data. Suitable for plan check submittal to the City of Jackson Building Department.

Relevant standards

ASCE 7-22 Minimum Design Loads for Buildings and Other Structures, IBC 2021 Table 1613.2.3 Site Classification, ASTM D7400 Standard Test Methods for Downhole Seismic Testing (referenced for cross-validation), FHWA-NHI-16-072 Geotechnical Site Characterization (FHWA guidelines)

Quick answers

What does a MASW survey in Jackson cost?

An active-source MASW survey with one 24-channel line and a VS30 letter report typically runs US$1,480 to US$2,200 for a standard commercial lot. Adding a passive array for deeper sites brings the range to US$2,100 to US$3,420 depending on array aperture and processing time. Mobilization within Hinds, Madison, and Rankin counties is included.

How long does it take to get the VS30 report after the field survey?

Field work for one MASW line takes about two hours. The dispersion analysis, inversion, and report preparation require three to five business days. We can deliver preliminary VS30 values within 48 hours if the project schedule demands it.

Can MASW replace boreholes for site classification?

MASW provides the VS30 value needed for seismic site class, but it does not give stratigraphy, blow counts, or soil type. The IBC allows VS30 from surface wave methods for classification, but most Jackson projects pair MASW with at least one borehole to ground-truth the velocity model. The two data sets complement each other.

What site classes do you typically find in Jackson?

Most of downtown and the I-55 corridor falls into Site Class D (VS30 between 180 and 360 m/s) due to thick alluvium and weathered Yazoo Clay. The bluffs east of the Pearl River, particularly around Belhaven and Eastover, can reach Site Class C where loess sits directly on the Cockfield Formation. We have measured Site Class E in a few deep floodplain locations near Byram.

Does the City of Jackson require VS30 testing for building permits?

The City Building Department follows the IBC, which requires site classification for Seismic Design Category C and above. Hinds County is mapped in SDC C, so most commercial and institutional projects need a site class determination. VS30 from MASW is an accepted method, and our reports have been approved by local plan check reviewers.

Location and service area

We serve projects in Jackson Mississippi and surrounding areas.

View larger map