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Standard Penetration Test (SPT) in Pomona CA — Subsurface Data for Stronger Designs

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Pomona sits on a complex alluvial fan where the San Jose Creek and Puddingstone Wash have deposited interlayered sands, silts, and occasional cobbles over the deep Pomona Basin. The city's location between the San Jose Hills and the Chino Fault means near-surface soils can shift from dense Pleistocene terrace deposits to loose Holocene sands within a single parcel — a reality that directly impacts bearing capacity calculations and liquefaction assessments. The Standard Penetration Test (SPT) remains the most practical method for quantifying these subsurface transitions, delivering N-values that engineers use to define foundation depths, estimate settlement, and verify ground improvement. For projects within the City of Pomona's jurisdiction, where plan check often requires site-specific data per the current California Building Code (CBC) and ASCE 7, an ASTM D1586 SPT program provides the granularity that desktop studies simply cannot match.

Pomona's alluvial basin can hide weak zones at ten feet that change the seismic site class — SPT borings catch what the surface won't show.

Our service areas

Our approach and scope

The soil profile north of the 10 Freeway near Cal Poly Pomona often reveals weathered sandstone residuum at relatively shallow depths, yielding N-values above 40 blows per foot below ten feet — a stark contrast to the softer alluvium south of Holt Avenue, where groundwater can appear at fifteen feet and SPT blow counts frequently hover between 8 and 15 through the upper thirty feet. These differences matter enormously when structural engineers begin sizing footings or evaluating slab-on-grade performance. Our field crews mobilize a CME-75 drill rig with an automatic trip hammer calibrated to ASTM D1586 energy standards, recovering split-spoon samples at 5-foot intervals that allow the lab to run parallel grain size analyses for precise USCS classification. Each boring log documents sample recovery, drilling fluid loss, and any refusal conditions, giving the design team a continuous profile rather than isolated data points — particularly valuable in Pomona's variable depositional environment where thin gravel stringers can produce misleadingly high N-values if not properly identified.
Standard Penetration Test (SPT) in Pomona CA — Subsurface Data for Stronger Designs
Technical reference — Pomona

Local geotechnical context

At 850 feet elevation on the eastern edge of the Los Angeles Basin, Pomona faces a seismic environment shaped by the nearby San Jose Fault and the broader San Andreas system — the city is classified within a high seismic hazard zone where ground shaking amplification in deep alluvium can extend strong-motion duration significantly. A project that proceeds without SPT borings assumes a generic Site Class D profile, yet many parcels in Pomona's industrial corridor south of Mission Boulevard exhibit soft clay layers that push the site toward Site Class E, which doubles the design spectral accelerations and can render a permit set structurally inadequate. The real exposure is not just a failed plan check — it is a foundation system that underperforms during a design-level earthquake because the soil column was never properly characterized. When a corrected N-value drops below 10 in saturated sandy silt at 12 feet, the liquefaction potential and cyclic softening risk must be addressed before the first yard of concrete is poured.

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Relevant standards

ASTM D1586-18 — Standard Test Method for Standard Penetration Test (SPT), ASCE 7-22 — Minimum Design Loads for Buildings (seismic site class from N-values), 2022 California Building Code (CBC) — Chapter 18 Soils and Foundations, ASTM D2487-17 — USCS Soil Classification, Caltrans Standard Specifications — Section 49 (Earthwork)

Typical values

ParameterTypical value
Test standardASTM D1586-18
Hammer typeAutomatic trip, energy-calibrated
Sampling intervalEvery 5 ft (or at stratum change)
Sampler2.0 in OD split-spoon, 24 in length
Blow count range reported0–50+ (refusal at >50 blows/6 in)
Energy correctionN60 per Seed et al. (1985)
Boring diameter6 to 8 in rotary wash or hollow-stem auger
Lab classificationASTM D2487 (USCS) from recovered samples

Common questions

How many SPT borings does the City of Pomona typically require for a single-family residential project?

The City of Pomona Building Division generally follows CBC Chapter 18, which often means a minimum of two borings for a standard residential lot, though larger or irregular parcels may trigger a requirement for three. Depth requirements usually extend to at least 15 feet below the proposed footing elevation, or deeper if soft soils are encountered. We coordinate directly with the project geotechnical engineer to tailor the boring plan to the site's specific grading history and proximity to mapped fault traces.

What does a Standard Penetration Test in Pomona cost for a typical commercial building pad?

For a commercial pad requiring three to four borings to depths of 30 to 40 feet with full logging and laboratory classification, SPT programs in Pomona typically run between US$550 and US$760 per boring depending on access, traffic control requirements, and the number of samples submitted for Atterberg limits and sieve analysis. Mobilization, drill rig time, a licensed geologist's field log, and the final report with N-value profiles and foundation recommendations are included in that range.

How does SPT data factor into liquefaction analysis for sites near the Chino Fault?

SPT N-values are a primary input for simplified liquefaction triggering procedures — specifically the Seed-Idriss and NCEER methodologies adopted in ASCE 7. For Pomona sites within the liquefaction susceptibility zones mapped by the California Geological Survey, corrected N1(60) values from SPT borings allow the geotechnical engineer to calculate the factor of safety against liquefaction at each soil layer. Gravelly soils, which the SPT can sometimes miss, may require supplemental CPT soundings, but for the sandy alluvium that dominates the Pomona Basin, SPT-based analysis remains the standard of practice.

How long does it take to receive the final SPT report after drilling is complete?

Field logs with preliminary N-values and soil descriptions are available the same day drilling wraps up, which lets the design team start working immediately. The full geotechnical report — incorporating laboratory test results from our ISO 17025-accredited lab, final corrected N60 values, bearing capacity calculations, and pile or footing recommendations — is typically delivered within seven to ten business days after the field program concludes, assuming standard soil classification testing.

Location and service area

We serve projects in Pomona and surrounding areas. More info.

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