GEOTECHNICAL ENGINEERING
Tallahassee, USA
contact@geotechnical-engineering1.org
HomeIn-Situ TestingField density test (sand cone method)

Field Density Testing in Tallahassee — Sand Cone Method

Tallahassee sits on the southern edge of the Red Hills region. The soils here are predominantly clayey sands and sandy clays derived from the Hawthorn Group. These materials can be moisture-sensitive and tricky to compact. A field density test (sand cone method) gives you the real in-place density right at the construction layer. We do not rely on guesswork. We run the test per ASTM D1556 and ASTM D6938. For deeper bearing evaluation, especially in zones with variable clay content, we often pair this with an SPT drilling program to correlate surface compaction with deeper stratigraphy.

Compaction isn't just a number. In Tallahassee's clayey sands, a 2% drop in compaction can double future settlement.

Our approach and scope

The equipment is straightforward but precise. A calibrated sand cone jar with Ottawa sand of known gradation and density. A base plate that sits flat on the leveled surface. A small excavation tool to dig out the test hole. The sand flows into the hole through a cone valve. The volume of sand used tells us the hole volume. The mass of soil removed divided by that volume gives the wet density. We measure moisture content in our lab to calculate dry density and percent compaction. In Tallahassee, where the near-surface Hawthorn clay can hold water, moisture correction is critical. We run the test at subgrade level, in utility trenches, and behind retaining walls to confirm backfill meets the spec.
Field Density Testing in Tallahassee — Sand Cone Method

Local ground factors

Tallahassee's urban expansion into the northern clay hills has brought geotechnical challenges. Older neighborhoods were built on shallow footings with minimal compaction control. Today, the IBC and Florida Building Code require documented density testing. Skipping the field density test on a commercial pad in the Killearn area or a new subdivision off Thomasville Road is a liability. The local soil mix can look solid but contain soft pockets of weathered limestone or high-plasticity clay. We have seen projects where insufficient compaction led to slab cracking within the first wet-dry cycle. A quick CPT test can also map those soft zones before you even start grading.

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Email: contact@geotechnical-engineering1.org

Reference standards

ASTM D1556 — Standard Test Method for Density of Soil in Place by the Sand-Cone Method, ASTM D6938 — Standard Test Methods for In-Place Density of Soil by Nuclear Methods (for correlation), ASTM D698 / D1557 — Standard Test Methods for Laboratory Compaction (Proctor), Florida Building Code (FBC) 2023 — Section 1804, IBC 2021 — Chapter 18

Additional services

01

Field Density Testing

Sand cone test at any lift, trench, or backfill. Immediate pass/fail report.

02

Proctor Compaction Curves

Standard and Modified Proctor in our lab. Establishes the target dry density for your specific fill material.

03

Soil Gradation & Atterberg

Particle size analysis and plasticity index. Essential to classify the fill and predict its behavior under traffic.

Typical parameters

ParameterTypical value
Test StandardASTM D1556 / ASTM D6938
Test DepthUp to 6 inches (typical lift thickness)
Sand TypeGraded Ottawa sand (C-109)
Reported ValuesWet density, dry density, moisture content, % compaction
Typical LocationSubgrade, pipe bedding, structural fill
Target Compaction95%–100% of Modified Proctor (per project spec)

Questions and answers

What is the cost of a field density test in Tallahassee?

A single sand cone test typically runs between US$90 and US$150, depending on site access and number of tests per mobilization. We offer bundled rates for recurring visits.

How long does one test take on site?

About 15 to 20 minutes per point. You get the dry density and percent compaction the same day, once the moisture content is oven-dried.

Can you test in gravel or crushed stone?

The sand cone method works best in fine-grained soils. For coarse aggregate larger than 1.5 inches, we recommend a water replacement method or a nuclear gauge with proper trench correction.

Which standard do you follow for the sand cone?

We follow ASTM D1556 for the sand cone procedure. Density and moisture are reported per ASTM D6938 guidelines for consistency with nuclear gauge data.

Location and service area

We serve projects in Tallahassee and surrounding areas.

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