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Exploratory Test Pits for Geotechnical Investigation in Pomona

Rigorous testing. Clear reporting.

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The alluvial fan deposits underlying Pomona, shaped by centuries of runoff from the San Gabriel Mountains, create a subsurface profile that shifts dramatically within a single parcel. Cobbles, boulders, and interbedded silty lenses appear where you least expect them. When boreholes alone cannot resolve these abrupt transitions, a direct visual inspection becomes the only reliable path forward. We open exploratory test pits to expose the stratigraphy in full view, logging material boundaries, moisture conditions, and the presence of oversize particles that a split-spoon sampler would simply refuse. Because Pomona sits on the boundary between the San Gabriel Valley groundwater basin and the Chino subbasin, perched water can appear at shallow depths during wet winters, complicating excavation logistics. Our team handles the permitting, traffic control, and OSHA-compliant shoring so that the pit yields the data you need without delays. For projects where the near-surface bearing stratum must be confirmed before structural design proceeds, we combine the test pit campaign with a plate load test to obtain deformation moduli directly on the exposed bearing surface.

You cannot resolve a cobble matrix with a drill rig alone. In Pomona's alluvial fan, a properly logged test pit eliminates the ambiguity that SPT blow counts leave behind.

Our service areas

Our approach and scope

A frequent mistake we see on Pomona job sites is assuming that a test pit is just a hole in the ground. Without systematic logging of sidewall conditions, shear planes in overconsolidated silts or relic channel deposits get overlooked, and the foundation ends up bearing on material that the report never described. We follow ASTM D2487 for visual-manual classification and ASTM D1586 when we advance SPT sampling from the pit floor, ensuring that every stratum is identified by its Unified Soil Classification System symbol and its relative density or consistency. Our pits typically reach depths of 12 to 16 feet using a rubber-tire backhoe, though we extend deeper with stepped benching when groundwater permits. Each exposed face is photographed with scale, and disturbed samples are collected for laboratory index testing. The field log records seepage zones, cobble percentages, and any odor or staining that might indicate undocumented fill. Because Pomona's older neighborhoods often contain buried debris from mid-century orchard removal, we routinely screen for anthropogenic materials that would alter a geotechnical recommendation. The result is a defensible, photo-documented subsurface model that the structural engineer can use without guesswork.
Exploratory Test Pits for Geotechnical Investigation in Pomona
Technical reference — Pomona

Local geotechnical context

Pomona grew along the Union Pacific and Santa Fe corridors, which means a significant portion of the city's industrial parcels sit on historical fill that predates modern compaction standards. When a test pit is omitted, that fill goes undetected until the grading contractor encounters buried concrete, railroad ballast, or hydrocarbon-stained soil. The cost of a change order at that stage dwarfs the investment in a single exploratory excavation. In the foothill transition zones north of the 10 freeway, colluvial deposits mask the contact between weathered bedrock and transported overburden, creating a condition where presumptive bearing values from a desk study can overestimate capacity by a factor of two. We have documented loose ash layers from the San Gabriel canyon washes that collapse upon wetting, a mechanism that only becomes obvious when you can trace the layer across a clean vertical cut. By exposing the stratigraphy directly, we give the project geotechnical engineer the evidence needed to specify removal depths, subgrade reinforcement, or foundation deepening before the first yard of concrete is placed.

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Relevant standards

ASTM D2487 – Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM D1586 – Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling, OSHA 29 CFR 1926 Subpart P – Excavation and Trenching Safety, IBC 2021 – International Building Code (Chapter 18: Soils and Foundations), ASCE 7-22 – Minimum Design Loads and Associated Criteria for Buildings and Other Structures

Typical values

ParameterTypical value
Maximum depth (standard bucket)14 ft below grade
Maximum depth (stepped bench)20 ft below grade
Excavation methodRubber-tire backhoe, 24–36 in bucket
Sidewall logging standardASTM D2487 (USCS classification)
Floor sampling (if required)ASTM D1586 SPT or block samples
Shoring protocolOSHA 1926 Subpart P, Type B/C soils
Typical pit plan dimensions6 ft × 12 ft (expandable for access)
Groundwater documentationSeepage zones, stabilized level after 24 h

Common questions

What depth can you reach with an exploratory test pit in Pomona's soil conditions?

With a standard rubber-tire backhoe and Type B shoring, we routinely reach 12 to 14 feet below grade. When the project requires deeper inspection and the groundwater table permits, we bench the excavation in steps to reach 18 to 20 feet.

How much does an exploratory test pit cost in Pomona?

For a single pit excavated to 12–14 feet with full logging, photography, and a factual report, the cost typically ranges from US$530 to US$730. The final figure depends on access constraints, traffic control requirements, and whether SPT sampling from the pit floor is included.

Do you handle the permit and utility clearance before digging?

Yes. We file the excavation permit with the City of Pomona, request utility mark-out through DigAlert, and perform private utility locating when the pit is on private property. No excavation begins until all clearances are confirmed.

Can you collect undisturbed samples from a test pit?

We can extract block samples from cohesive strata exposed in the sidewall or floor, and we advance thin-wall Shelby tubes from the pit floor when the material is fine-grained and sufficiently plastic. For granular soils, we rely on SPT sampling and bulk disturbed samples.

How long does the pit remain open, and who is responsible for backfill?

We keep the pit open for 24 to 48 hours to allow the geotechnical engineer of record to inspect the exposure and for groundwater levels to stabilize. Backfill is included in our scope: we compact the material in lifts with a plate compactor and restore the surface to pre-existing conditions.

Location and service area

We serve projects in Pomona and surrounding areas.

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