IBC Chapter 18 and ASCE 7-22 require direct observation of subsurface materials when classifying a site. In New Orleans, that requirement carries extra weight. The city sits on Holocene alluvium from the Mississippi River. Soft clays, buried organics, and old fill layers are the norm here, not the exception. A single boring log won't capture the lateral variability. That's where an exploratory test pit changes the picture. Our team opens a window into the ground. We log the strata by hand, take bulk samples, and note groundwater seepage in real time. For a city where subsidence measures 1 to 2 inches per decade in some neighborhoods, seeing the soil profile with your own eyes is invaluable. Complementing the visual record, we often run a grain size analysis on samples taken directly from the pit to refine the USCS classification before structural design moves forward.
In New Orleans, a test pit is the most direct way to map the boundary between engineered fill and natural soft clay—especially after decades of urban reworking.
Methodology applied in New Orleans

Typical technical challenges in New Orleans
With an average elevation of 1 to 2 feet below sea level in many parts of New Orleans, misjudging subsurface organics doesn't just cause settlement—it can compromise a project's flood resilience design. The biggest risk we see is an engineer relying solely on boring logs from 50 feet away, missing a pocket of peaty material that will decompose and create voids under a slab. A test pit spanning 8 to 10 feet laterally exposes those lenses. We've uncovered buried cypress stumps in Lakeview, layers of crushed shell used as historic fill in the Marigny, and saturated newspaper ash in Mid-City. Each of these materials behaves differently under load. Direct observation lets us map the extent of problematic strata and recommend targeted over-excavation or soil replacement before concrete is poured. In a city where the soil itself can be a structural hazard, skipping this step is a gamble.
Our services
Our exploratory test pit work in New Orleans is designed to answer three practical questions: What's really down there, how deep does the bad material go, and where is the water table today? Each service below addresses a specific stage of that investigation.
Test Pit Excavation and Logging
Mechanical excavation with a smooth bucket to expose a clean vertical face. We log the full profile, photograph the strata, and measure layer thicknesses directly on the pit wall.
Bulk Sampling from Test Pits
Collection of disturbed samples from each distinct stratum for laboratory classification. We take extra care with organic layers, sealing samples to preserve natural moisture content.
Water Table and Seepage Documentation
Observation of groundwater ingress rate and stabilized water level over a 24-hour period when site conditions allow. Critical for dewatering design in New Orleans' high water table environment.
Questions and answers
How deep can an exploratory test pit go in New Orleans before it collapses?
In the soft clays and loose sands typical of the New Orleans area, unsupported test pits rarely stay open beyond 12 to 14 feet. OSHA requires shoring or sloping for anything deeper than 5 feet if personnel enter the pit. In practice, we often use a benched excavation or a trench box for safety. The high water table—commonly at 3 to 6 feet—also limits practical depth without dewatering.
What's the cost range for an exploratory test pit in Orleans Parish?
For a standard exploratory test pit in New Orleans, including excavation, logging, photography, and bulk sampling, costs typically fall between US$460 and US$830 per pit. The final figure depends on access constraints, depth required, and whether traffic control or street permits are needed.
Can you identify old foundation remnants or buried utilities with a test pit?
Yes, that's one of the main advantages over a boring. A test pit exposes a continuous face of soil, so we can spot old timber piles, brick footings, or abandoned drainage lines that a drill rig would simply push through without recognizing. In neighborhoods like the French Quarter or Bywater, this is especially valuable given centuries of layered construction.
How do you classify the soil from a test pit?
We use the visual-manual procedure per ASTM D2488 in the field, supplemented by laboratory testing per ASTM D2487 on samples brought back from the pit. The combination gives us a reliable USCS classification—lean clay, fat clay, organic silt—backed by grain size and plasticity data.
Is a test pit enough for foundation design, or do I still need borings?
A test pit provides excellent data on shallow soils, fill composition, and groundwater conditions, but it has depth limitations. For deeper bearing strata or pile design, we combine test pit observations with SPT borings or CPT soundings. The pit tells you about the upper 10 to 14 feet; the borings extend the profile to the bearing layer.