Pasadena California
Pasadena California, USA

Seismic Tomography (Refraction/Reflection) in Pasadena California

Under ASCE 7-16, seismic site classification in Pasadena California requires measured shear-wave velocity profiles to 30 m depth. We perform seismic tomography surveys that map P-wave and S-wave velocity contrasts across the site, identifying bedrock geometry and potential fault zones. This method is the standard for projects near the Sierra Madre fault system, where variable alluvial and colluvial deposits overlie crystalline basement. The technique integrates refraction tomography for shallow velocity structure and reflection imaging for deeper stratigraphy, giving a 2D or 3D velocity model. Before finalizing foundation design, we often recommend combining this with a microzonificación sísmica study to evaluate local amplification effects, especially in areas with abrupt soil thickness changes.

Illustrative image of Seismic tomography (refraction/reflection) in Pasadena California
Identifying a buried paleochannel beneath a Pasadena site avoided a 2.5 m differential settlement — seismic tomography revealed the hazard before foundation design.

Service characteristics in Pasadena California

Pasadena's urban development since the early 1900s has spread across alluvial fans and dissected terraces, creating a complex subsurface where old river channels and debris flows interbed with finer deposits. Our seismic tomography surveys capture this heterogeneity at high resolution. The refraction component resolves the top 30–50 m, critical for IBC site class determination, while the reflection component images deeper structures such as the Raymond fault. We deploy 24 to 48 geophones per line with a sledgehammer or accelerated weight source, depending on target depth. Data processing uses first-arrival picking and tomographic inversion for refraction, and CMP stacking with migration for reflection. This combination is especially useful when evaluating capacidad de carga in areas with buried channels or abrupt bedrock steps.
Seismic Tomography (Refraction/Reflection) in Pasadena California
ParameterTypical value
Array length (geophones)48–96 m (24–48 geophones at 2 m spacing)
Source type8 kg sledgehammer / 40 kg accelerated weight drop
Depth of investigation15 m (refraction shallow) to 80 m (reflection deep)
Velocity resolution±5% for P-wave, ±10% for S-wave
Data processingFirst-arrival tomography + CMP reflection stacking (SeisImager / ReflexW)
Deliverables2D velocity sections, interpreted depth to bedrock, site class per ASCE 7 Table 20.3-1

Critical ground factors in Pasadena California

A common mistake we see in Pasadena is relying solely on borings for seismic site classification. Borings miss lateral variability — a single SPT log at one corner may indicate Site Class C while the opposite corner is Class D, separated by a buried stream channel. Without seismic tomography, the design spectrum is underspecified, leading to either over-conservative (wasteful) or unconservative (dangerous) foundation costs. We have documented cases where ignoring this lateral change resulted in differential settlement exceeding 2 inches during the 1994 Northridge aftershocks. The solution is a 2D velocity section across the building footprint before finalizing the geotechnical report.

Need a geotechnical assessment?

Reply within 24h.

Email: contact@geotechnicalengineering1.biz
Applicable standards: ASCE 7-16 Section 20.3 (Site Class Determination), ASTM D5777-18 (Standard Guide for Seismic Reflection), ASTM D4428/D4428M-14 (Crosshole Seismic Testing), NEHRP Recommended Seismic Provisions (FEMA P-1050)

Our services


We offer four complementary seismic tomography services tailored to Pasadena's geologic conditions:

Refraction Tomography (2D)

P-wave first-arrival tomography for shallow velocity structure. Ideal for bedrock depth mapping and rippability assessment in the alluvial fans of the San Gabriel Valley.

Reflection Imaging (2D/3D)

CMP-stacked reflection sections for fault mapping and deep stratigraphy, particularly near the Raymond and Sierra Madre fault zones. Resolves dipping layers and buried channels.

MASW with Tomography Joint Inversion

Multichannel analysis of surface waves combined with refraction tomography for shear-wave velocity profiles (Vs30). Direct input for IBC Site Class and NEHRP design spectra.

Downhole Seismic (P-S Logging)

Borehole seismic velocity profiling to complement surface tomography. Provides direct P- and S-wave velocity measurements for modulus calculation and liquefaction triggering analysis.

Common questions

How does seismic tomography differ from standard SPT borings for site classification?

SPT borings give point measurements of blow counts and soil type at discrete depths, but they miss lateral variability. Seismic tomography produces a continuous 2D velocity section across the entire site, revealing lateral changes in stiffness, buried channels, or fault zones that a single boring would miss. For ASCE 7 site class, Vs30 from tomography combined with one or two confirmatory borings is the most reliable approach.

What is the typical cost range for a seismic tomography survey in Pasadena?

For a standard urban lot (approx. 100 x 50 m), a refraction/reflection survey with 48 geophones and interpretation typically ranges between US$2,960 and US$4,780. Larger sites or those requiring 3D imaging or MASW joint inversion can exceed this range. The exact quote depends on line length, source type, and whether borehole logging is required.

How deep can seismic tomography image in Pasadena's geology?

Refraction tomography typically resolves the top 15–30 m in alluvium and 30–50 m in bedrock. Reflection imaging can reach 80–120 m in favorable conditions (thick sedimentary units, low attenuation). In the Pasadena area, where alluvial fans overlie crystalline basement at depths of 20–60 m, the refraction component is usually sufficient for site class. The reflection component is added when fault mapping or deep stratigraphy is needed.

Coverage in Pasadena California