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Seismic Microzonation Studies in Pomona, CA

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ASCE 7-22 and the California Building Code require site-specific ground motion analysis for structures on Site Class D through F. In Pomona, this is not a formality. The city sits on a complex alluvial fan where the San Jose Fault and the Cucamonga Fault Zone influence subsurface conditions. We prepare microzonation studies that map spectral acceleration, site period, and amplification factors across a parcel. Our team has run dozens of CPT soundings and borings in the area, and we know the difference between the stiff gravels near Fairplex and the deeper fine-grained deposits south of the 60 freeway. The CPT test gives us continuous stratigraphy, which we pair with downhole seismic data to constrain shear wave velocity profiles. For sites with variable fill, we also rely on test pits to document old debris and undocumented compaction.

Vs30 alone is not enough in Pomona. We map site period and basin-edge effects to avoid underestimating long-period amplification.

Our service areas

Our approach and scope

Pomona's inland valley climate creates distinct geotechnical contrasts. Summer heat dries the topsoil, shrinking clays and increasing near-surface shear wave velocity. Winter rains saturate the shallow alluvium, softening the ground and shifting the site period. We measure these seasonal variations with MASW and refraction surveys. A microzonation report for a typical 3-acre site includes Vs30 mapping, fundamental site period (T0), and spectral acceleration at 0.2s and 1.0s. We follow the IBC 2021 Section 1613 and ASCE 7 Chapter 20 procedures. The output is a map showing zones of similar seismic response, which the structural engineer uses to select design spectra per zone. When we encounter interbedded soft layers, we complement the analysis with liquefaction triggering evaluation using CPT-based methods by Boulanger and Idriss. This integrated approach reduces uncertainty in foundation design.
Seismic Microzonation Studies in Pomona, CA
Technical reference — Pomona

Local geotechnical context

Pomona grew fast after World War II, with neighborhoods expanding onto old agricultural land and former gravel pits. Many parcels have 3 to 15 feet of undocumented fill. That fill masks the real stratigraphy. A standard code-based spectrum assumes uniform ground conditions, but we have seen site period double between the east and west ends of a single lot. The risk is designing a structure with a period that matches the soil's fundamental period, leading to resonance. We address this by running 1D equivalent-linear site response with DEEPSOIL or SHAKE, using measured Vs profiles and modulus reduction curves. The result is a surface response spectrum that reflects local amplification, not just a generic site class envelope.

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Relevant standards

ASCE 7-22 (Minimum Design Loads), IBC 2021 Section 1613 (Earthquake Loads), ASTM D7400 (Downhole Seismic Testing), ASTM D5778 (CPT for Vs correlation), Caltrans ARS Online guidelines

Typical values

ParameterTypical value
Mapped Vs30 (m/s)180 - 760
Site Class (ASCE 7)D and E predominant
Spectral Acceleration SMS (0.2s)1.0g - 1.8g
Fundamental Site Period T0 (s)0.2 - 0.8
Survey grid spacing30 - 100 ft
CPT depth for Vs correlationup to 80 ft
MASW array length115 - 230 ft

Common questions

When does the IBC require site-specific analysis instead of using code spectra?

The IBC 2021 requires site-specific ground motion analysis for Site Class F soils, structures with S1 greater than 0.75g on Site Class E, and seismically isolated structures. In Pomona, many parcels classify as Site Class D or E, so the code spectra often apply. But if we find soft clay deeper than 10 feet or Vs30 below 600 ft/s, the analysis becomes mandatory. We advise on this early in the design phase.

What is the difference between a regional hazard map and a site microzonation?

Regional maps like the USGS hazard tool give probabilistic ground motion at a 1-2 km grid. They do not capture local soil effects. A microzonation measures Vs and stratigraphy every 30 to 100 feet across your site. This captures thin soft layers, basin-edge effects, and varying water table depth that regional maps miss. For a 5-story building on the alluvial fan, that difference can be 20-40% in spectral acceleration.

How many survey points do we need for a typical commercial lot in Pomona?

For a site under 2 acres, we typically run 3 to 5 MASW lines and 2 to 4 CPT soundings with seismic modules. The exact number depends on the variability we see in the first two soundings. If Vs30 changes by more than 15% between points, we increase the density. For large industrial parcels near the 71 freeway, we might grid 10 to 15 points.

What does a seismic microzonation study cost in Pomona?

Costs range from US$4,380 for a simple single-point check on a small residential lot, up to US$15,620 for a multi-acre commercial site with full 1D response analysis across several grid points. The price depends on the number of MASW lines, CPT soundings, and the complexity of the DEEPSOIL modeling. We provide a fixed-price proposal after reviewing the geotechnical baseline report.

Can we use existing borings from the geotechnical investigation for the microzonation?

Partially. If the borings have SPT N-values and we have a nearby downhole seismic test, we can correlate N-value to Vs using published relationships. But we always recommend at least one direct Vs measurement (MASW or downhole) per site zone. Correlations without local calibration can introduce significant error in site period estimation.

Location and service area

We serve projects in Pomona and surrounding areas.

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