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Field Permeability Testing in Casper Wyoming | Lefranc & Lugeon Methods

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The semi-arid landscape of Casper, Wyoming presents a unique challenge for geotechnical engineers — a region where the North Platte River carved through ancient sedimentary formations, leaving behind interbedded sandstones and shales whose permeability can vary by orders of magnitude across a single site. When a project demands accurate hydraulic conductivity data, laboratory tests on small specimens simply cannot capture the influence of fractures, bedding planes, and secondary porosity that dominate flow in the Casper Sandstone and underlying units. The Lefranc and Lugeon in-situ permeability methods address this gap directly, measuring water intake at discrete intervals within a borehole under controlled head conditions. In our experience working across Natrona County, from the river terrace deposits near downtown to the higher benches east of Casper Mountain, understanding how water moves through the subsurface often determines whether a foundation design succeeds or fails.

What makes Casper unique is the Casper Sandstone’s dual-porosity behavior — matrix permeability is often negligible until fractures are intersected, at which point the Lugeon value can jump two orders of magnitude.

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At 5,150 feet above sea level, Casper’s freeze-thaw cycles exert considerable weathering on the near-surface bedrock, opening fractures that can dominate the permeability signature. A standard Lugeon test — defined by the ISRM and commonly specified for dam and tunnel projects — isolates a packer-sealed section of borehole and applies increasing and decreasing pressure stages, revealing not just bulk permeability but also the hydraulic behavior of fractures under stress. The Lefranc method, employing either constant or falling head configurations, works well in soil-like materials and weathered rock where a packer cannot seat reliably. Both approaches yield in-situ hydraulic conductivity values that feed directly into dewatering system design, seepage analyses, and environmental containment assessments. For sites where the upper few meters consist of terrace gravels with fines, we often complement field permeability measurements with a grain size analysis to correlate Hazen-formula estimates against measured values, providing a solid cross-check that regulatory reviewers in Wyoming appreciate.
Field Permeability Testing in Casper Wyoming | Lefranc & Lugeon Methods
Technical reference — Casper Wyoming

Site-specific factors

The Casper Formation sandstone can exhibit extremely low matrix permeability — on the order of 10⁻⁶ cm/s — while open fractures within the same unit exceed 10⁻³ cm/s, a contrast that laboratory permeameter tests on intact core completely miss. When a project proceeds without in-situ packer testing, the risk is twofold: underestimating inflow during excavation in fractured zones can flood a site within hours, while overestimating permeability in tight rock leads to oversized and costly dewatering systems. The alluvial deposits along the North Platte River corridor add another layer of complexity, where lenses of clean gravel alternate with clay-rich overbank sediments, creating preferential flow paths that only a carefully executed CPT sounding or Lefranc test program can delineate. Wyoming DEQ and the City of Casper engineering division increasingly require field-measured hydraulic conductivity for landfill liner design, lagoon seepage assessments, and stormwater infiltration BMPs, making these tests not just technically prudent but a regulatory necessity.

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Applicable standards

ASTM D6391-11: Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration, ISRM Suggested Method for Lugeon Test (Houlsby, 1976, updated 1995), EN ISO 22282-2:2012 Geotechnical Investigation — Geohydraulic Testing — Part 2: Water Permeability Tests in Boreholes

Technical parameters

ParameterTypical value
Test standard (Lugeon)ISRM Suggested Method, Houlsby interpretation
Test standard (Lefranc)ASTM D6391, EN ISO 22282-2
Borehole diameterNQ (76 mm) to HQ (96 mm), depending on depth and lithology
Packer typeSingle or double pneumatic, 5 to 10 bar inflation pressure
Pressure stages (Lugeon)5 stages ascending-descending, max 0.5 MPa unless fracture jacking suspected
Measurement range10⁻⁷ to 10⁻² cm/s, depending on test method and formation
Key outputLugeon value (Lu), hydraulic conductivity k (cm/s), transmissivity
Typical Casper sandstone k1×10⁻⁵ to 5×10⁻³ cm/s in fractured zones

Common questions

What is the difference between the Lefranc and Lugeon permeability tests?

The Lugeon test is designed for fractured rock and uses a packer system to isolate a specific interval in a borehole, applying up to five pressure stages to evaluate how fractures respond hydraulically under different heads — the result is expressed in Lugeon units (Lu). The Lefranc test is typically used in soils and weathered rock, employing either a constant-head or falling-head approach within an open borehole or cased section, and is better suited for unconsolidated materials where a packer cannot seal properly. In Casper, we often use Lugeon for the Casper Sandstone bedrock and Lefranc for the overlying alluvial terrace deposits.

How much does a field permeability test cost in Casper, Wyoming?
When does the City of Casper or Wyoming DEQ require in-situ permeability testing?

In-situ permeability testing is commonly required for landfill liner and cap designs, wastewater lagoon seepage assessments, stormwater infiltration basins, and dam safety reviews regulated by the Wyoming State Engineer's Office. The City of Casper engineering division also requests field-measured hydraulic conductivity for large commercial developments where groundwater control or dewatering is anticipated. For environmental remediation sites, Wyoming DEQ Chapter 25 guidelines specify that field-scale permeability measurements are preferred over laboratory-derived values when determining contaminant travel times.

Location and service area

We serve projects across Casper Wyoming and surrounding areas.

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