The subsurface on Market Street in Center City and the conditions out near the Schuylkill River floodplain are completely different worlds. A high-rise tower in the central business district sits on deep saprolite over Wissahickon Schist, while a warehouse in South Philly deals with compressible organic silts and buried urban fill. That transition zone, where hard rock weathers unevenly, makes seismic tomography indispensable here. Standard borings give you a point, but a 2D refraction line connects the dots between boreholes, mapping the bedrock profile continuously. It cuts the guesswork on foundation depth and rippability. For deeper targets, like locating the contact between the schist and the underlying granite gneiss, high-resolution reflection surveys provide the stratigraphic detail that a standard SPT drilling program alone would miss.
Seismic velocity models turn sparse borehole data into continuous subsurface profiles, essential for navigating Philadelphia's abrupt rockhead transitions.
Scope of work in Philadelphia

Local geotechnical conditions in Philadelphia
A 14-story residential frame on Chestnut Street encountered unexpected deep weathering in the Wissahickon Schist: the rock was too hard to excavate with a bucket but too fractured to core efficiently. The contractor had already mobilized a driven pile rig, and the change in rockhead meant pile toes would not seat properly. We ran three short refraction lines between existing borings and delineated the trough of weathered rock within 48 hours. The tomogram gave the structural engineer enough confidence to shift to a mat foundation bearing on the residual soil, saving weeks of delay. Without that continuous image, the team would have either over-excavated blindly or risked differential settlement on variable rock. In Philadelphia's complex metamorphic terrain, the cost of not running a seismic survey is often a pile splice or a foundation redesign mid-construction.
Our services
Our seismic tomography services combine high-density field acquisition with solid processing workflows tailored to Philadelphia's urban environment.
Seismic Refraction Tomography
2D P-wave and S-wave profiling for mapping bedrock depth, rippability, and delineating fracture zones in metamorphic rock. Ideal for foundation design and utility corridors.
High-Resolution Seismic Reflection
Targeting deeper stratigraphic boundaries, buried valleys, and fault offsets. Applied in urban settings using a land streamer to maintain productivity on paved surfaces.
Combined Geophysical & Geotechnical Integration
Joint interpretation of velocity models with SPT N-values and RQD from coring. We produce unified cross-sections that geotechnical and structural teams use directly in their analysis.
Frequently asked questions
What is the typical cost of a seismic refraction survey in Philadelphia?
For a standard 115-foot refraction line with 24 geophones, the cost ranges from US$3,130 to US$5,520 depending on site access, pavement conditions, and the required depth of investigation.
How does seismic tomography handle Philadelphia's urban noise?
We stack multiple impacts at each shot point to suppress random traffic and construction noise. A high-cut geophone with a natural frequency of 4.5 Hz helps filter out cultural noise, and we often schedule acquisition during lower-traffic windows.
Can you perform the survey on concrete or asphalt pavement?
Yes. We use a small electric rotary hammer to drill a shallow pilot hole through the pavement for geophone coupling to the underlying soil. The method works on sidewalks, parking lots, and roadways without extensive saw-cutting.
What depth of investigation can I expect?
Refraction depth depends on the spread length, typically 15 to 30 meters using a 115 to 230-foot active spread. Reflection surveys can image targets down to 100 meters with appropriate source energy and processing.
What information does the velocity model provide for foundation design?
The tomogram shows compressional and shear wave velocities, which we interpret as soil stiffness, rock quality, and depth to competent bearing strata. This directly informs rippability, footing level selection, and lateral extent of weathered zones.