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Seismic Tomography (Refraction/Reflection) in Chicago

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A 24-channel engineering seismograph with 4.5 Hz vertical geophones laid out across a site near the Chicago River—that’s how a seismic tomography survey typically starts here. The crew strings out a 115-meter spread, hits a 16-pound sledgehammer on an aluminum plate, and the recording unit captures P-wave arrivals in 0.125-millisecond intervals. In a city where the glacial till sits above dolomitic limestone at depths that swing from 20 to 100 feet, refraction surveys map the bedrock surface reliably. When a developer needs to know whether the Paleozoic rock is continuous or fractured beneath a planned high-rise in the Loop, we pair the refraction line with a short reflection spread to catch deeper anomalies. The equipment is rugged enough for a muddy lot in Bridgeport just as much as a tight alley in Lincoln Park, and the data feed directly into velocity models used for seismic microzonation studies when ASCE 7 site class determination is on the line.

Velocity contrasts between glacial till and dolomitic bedrock in Chicago are sharp enough that seismic tomography resolves the interface within ±3 feet vertically, even in high-noise urban settings.

Methodology and scope

Around Chicago we often notice that the top 8 to 15 feet of glacial clay and urban fill can mask a lot of what lies underneath. Standard penetration tests tell you what’s in the borehole, but seismic tomography fills the gaps between drill points. A typical refraction survey with five geophone spreads across a half-acre lot produces a 2D P-wave velocity cross-section that distinguishes stiff till—running 1,200 to 2,000 m/s—from weathered limestone below 3,000 m/s. The method works well even with the ambient noise of the CTA train rumbling a block away, because we stack multiple hammer blows and apply bandpass filters tuned to the 20–80 Hz range. Reflection tomography adds value when the target is deeper than 100 feet, using a 40-pound accelerated weight drop as the source. The processed data yield interval velocities that feed into Poisson’s ratio estimates when combined with shear-wave surveys.
In practice, the output most requested by structural engineers is a contoured bedrock elevation map plus a seismic site class letter—usually C or D in Chicago—backed by Vs30 values derived from the tomography line.
Seismic Tomography (Refraction/Reflection) in Chicago
Technical reference image — Chicago

Local considerations

A condo project on the Near West Side ran into trouble because the borings hit refusal at 35 feet and everyone assumed competent rock. Seismic refraction lines run later showed a 12-foot-deep trough filled with soft clay right under the east corner of the footprint—an old buried stream channel that the glacial drift had masked. The structural slab would have settled differentially within two years. The tomography data forced a redesign: the eastern bays got micropiles socketed into sound limestone, while the rest of the building stayed on spread footings. In Chicago’s lake plain geology, hidden paleo-topography and occasional dissolution voids in the dolomite create risk that point-source drilling alone misses. A refraction survey across the full buildable area gives the geotechnical engineer a continuous profile, not just a handful of vertical lines. The cost of the survey is negligible compared to the delay and legal exposure of a foundation failure discovered after framing is up.

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Technical parameters

ParameterTypical value
Seismograph channels24 or 48 (Geode/StrataVisor)
Geophone frequency4.5 Hz vertical component
Source for refraction16 lb sledgehammer, aluminum strike plate
Source for reflection40 lb accelerated weight drop or Betsy gun
Typical spread length115–230 ft (single line)
Sampling interval0.125–0.250 ms
Record length0.5–2.0 s
Depth of investigation30–150 ft (refraction); 50–300 ft (reflection)

Associated technical services

01

Seismic Refraction Tomography

Multi-channel P-wave profiling for bedrock mapping, rippability assessment, and site class determination. Typically 5 to 7 spreads per acre, processed with generalized reciprocal method (GRM) or ray-tracing inversion. Delivers 2D velocity cross-sections and contoured bedrock elevation maps.

02

Seismic Reflection Surveys

High-resolution shallow reflection for targets deeper than 100 feet, including fracture zones, voids, and deep stratigraphic boundaries. Uses a 40-lb weight drop source with 1 ms sampling. Common-offset gathers processed through standard NMO correction and stack.

Applicable standards

ASTM D5777-18 (Standard Guide for Using the Seismic Refraction Method), ASTM D7128-18 (Standard Guide for Using the Seismic Reflection Method), IBC 2021 Chapter 16 (Structural Design – Site Classification), ASCE/SEI 7-22 Minimum Design Loads (Section 20 Site Class)

Frequently asked questions

How much does a seismic tomography survey cost in Chicago?

For a typical half-acre commercial lot in the Chicago area, a refraction tomography survey with 5 to 6 spreads runs between US$2,550 and US$4,840, depending on access conditions, line length, and whether reflection data are added. Sites with heavy traffic control requirements or night-work permits push toward the upper end.

Can seismic tomography detect voids under Chicago streets?

Yes, within limits. Air-filled voids in dolomitic limestone produce a sharp velocity drop and sometimes a diffraction hyperbola on the shot gathers. The resolution is on the order of 3 to 5 feet for a cavity at 30-foot depth. Reflection tomography is better than refraction for void detection because the target contrast is negative. We often recommend pairing tomography with electrical resistivity for confirmation.

How does seismic tomography compare to MASW for site classification?

Refraction tomography gives a P-wave velocity model that maps layer geometry well, but MASW is the standard for direct Vs30 measurement for IBC site class. In Chicago we frequently run a single MASW spread alongside the refraction lines—the refraction maps the bedrock surface and the MASW provides the shear-wave velocity profile needed for ASCE 7 Table 20.3-1 classification. The two techniques are complementary, not interchangeable.

Location and service area

We serve projects across Chicago and its metropolitan area.

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