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Field Permeability Testing (Lefranc & Lugeon) in Pomona

Rigorous testing. Clear reporting.

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Drilling in the decomposed granite that underlies much of Pomona often reveals fractures that control groundwater flow in ways lab samples simply miss. The alluvial fans spreading from the San Jose Hills create stratified deposits where permeability can shift dramatically within a few vertical feet. Our team runs Lefranc tests in soil and Lugeon packer tests in fractured rock to measure hydraulic conductivity directly in the borehole, avoiding the disturbance that comes with sampling and remolding. For projects near the 60 Freeway corridor or the Fairplex, where stormwater infiltration and retaining wall drainage become design-critical issues, we combine these field readings with grain size analysis to correlate in-situ behavior with index properties. The IBC requires site-specific drainage assessments, and a Lefranc test delivers that data without the cost of a full pumping test when you are working in a single exploratory boring.

A single Lugeon test in fractured Pomona bedrock reveals more about seepage paths than a dozen remolded lab permeameter samples ever could.

Our service areas

Our approach and scope

The evolution of the Los Angeles County Fairgrounds area reshaped Pomona’s subsurface drainage patterns, as decades of grading and fill placement altered the natural runoff that once flowed toward Puddingstone Reservoir. Today, a Lugeon test is indispensable when evaluating the rock mass beneath proposed deep foundations or shoring systems in the northern part of the city, where the topography climbs toward Elephant Hill. We follow ASTM D6391 for packer procedures and ASTM D4630 for single-borehole tests, measuring transmissivity and permeability directly across discrete intervals. The data produced by a field permeability test feeds directly into dewatering design, seepage analysis, and groundwater cut-off evaluations.

Our field crews in Pomona carry a range of packer sizes and pressure transducers, which allows us to adapt the test interval to the lithology encountered—whether it’s a weathered granitic lens or a tight siltstone seam. Because the San Gabriel Valley basin has documented artesian conditions in certain deeper aquifers, we also monitor piezometric head before and after each Lugeon stage to catch any confined response. When a project demands a complete geotechnical profile, we layer these results with an SPT drilling program to map both strength and hydraulic conductivity within the same borehole.
Field Permeability Testing (Lefranc & Lugeon) in Pomona
Technical reference — Pomona

Local geotechnical context

We have seen contractors in Pomona skip the Lugeon test on a rock socket design, assuming the granite is tight based on RQD alone—only to hit a water-bearing joint set that flooded the excavation and delayed the footing pour by three weeks. Open fractures in the San Jose Formation can transmit significant flow even when the rock core looks competent. A Lefranc test in the overlying alluvium is equally critical: perched water trapped above a clay layer can saturate subgrade soils that looked dry during the summer drilling window. Without field permeability data, the dewatering plan becomes guesswork, and the IBC groundwater control provisions will not be met. The cost of a single failed sump-and-pump setup in a Pomona commercial excavation far exceeds the investment in a proper in-situ permeability test conducted during the design-phase investigation.

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Relevant standards

ASTM D6391 – Standard Test Method for Field Measurement of Hydraulic Conductivity Using a Borehole, ASTM D4630 – Standard Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks, IBC Section 1805 – Dampproofing and Waterproofing, ASCE 7-22 – Minimum Design Loads and Associated Criteria for Buildings and Other Structures

Typical values

ParameterTypical value
Test methodFalling/Constant head (Lefranc), Packer test (Lugeon)
Applicable standardASTM D6391 (rock), ASTM D4630 (soil)
Typical test interval1 to 5 ft in soil, 10 to 20 ft in rock
Measured parameterHydraulic conductivity (k) and Lugeon value
Pressure stages3 to 5 stages (ascending/descending cycle)
Borehole diameter rangeNQ through 6-inch rotary holes
Groundwater monitoringPre/post-test piezometric equilibrium

Common questions

What is the difference between a Lefranc test and a Lugeon test?

A Lefranc test measures hydraulic conductivity in soil or very soft rock using a constant or falling head method inside a cased borehole. A Lugeon test uses an inflatable packer to isolate a section of bedrock and applies water under pressure in stages, yielding a Lugeon value that describes rock mass permeability and fracture behavior. In Pomona we typically run Lefranc in the alluvial overburden and switch to Lugeon once we hit the San Jose Formation bedrock.

How long does a field permeability test take on site in Pomona?

A single Lefranc test interval usually requires 45 to 90 minutes of setup and testing after the borehole is advanced to the target depth. A Lugeon test with five pressure stages takes roughly two to three hours per interval, including packer inflation, stage cycling, and post-test piezometric recovery monitoring.

What does a Lefranc or Lugeon permeability test cost?

For projects in Pomona, a single Lefranc test typically falls in the range of US$540 to US$750 per interval, while a multi-stage Lugeon test in rock runs between US$780 and US$980 per interval. The final cost depends on access, borehole depth, and the number of intervals tested.

Do you need a separate borehole for the permeability test?

The reference range for this service in Pomona is US$540 - US$980. The final price depends on the project scope and volume.

Location and service area

We serve projects in Pomona and surrounding areas.

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