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ASTM C231: Air Content of Freshly Mixed Concrete by the Pressure Method

The Type B pressure meter test — the workhorse air-content check for normal-weight concrete exposed to freeze-thaw or specified air ranges.

DesignationASTM C231
SettingField
Service lineConstruction Materials Testing

Testing is performed to the current edition of ASTM C231 referenced by your project specification. This page is a plain-language overview, not a substitute for the published standard.

Related methods

ASTM C31ASTM C39ASTM C143ASTM C138ASTM C172ASTM C173

What the ASTM C231 test measures

ASTM C231 measures the air content of fresh concrete using a pressure meter, the familiar pot-with-a-gauge seen at almost every structural pour. Air content is the percentage of the concrete's volume that is tiny air bubbles. For concrete that will face freezing and thawing, or that simply needs the workability air provides, that percentage is a specification requirement checked truck by truck.

The test works on a simple principle: air compresses, and the solid ingredients essentially do not. Apply a known pressure to a sealed bowl of fresh concrete, watch how much the contents give, and the gauge converts that give directly into percent air.

Below, we walk through why entrained air exists, how the pressure method measures it, where the method's one blind spot is, and how per-load air results protect both the durability of exposed concrete and the finish of interior floors.

Why air content matters

Entrained air is deliberate. An admixture folds billions of microscopic bubbles into the mix, and those bubbles act as relief valves when water inside the concrete freezes and expands. Concrete with the right air system shrugs off freeze-thaw cycles and deicing exposure that would scale and crumble the same mix without it. Even along the Gulf Coast, exterior flatwork, bridge elements, and anything a specification designates for durability carries an air requirement.

Too little air, and durability is quietly missing from concrete that looks perfectly normal on placement day. Too much air, and strength drops, roughly 5 percent of compressive strength for every extra point of air. Both directions are invisible to the eye. That is exactly why the meter exists and why the test runs on the fresh concrete, while the load can still be adjusted or declined.

There is also a strength side to the ledger worth stating plainly: air trades against strength at roughly five percent of compressive strength per added point. That is why the specification is a window, not a floor. The test polices both edges of that window on every sampled load.

How the ASTM C231 test works

From a composite sample per ASTM C172, the technician fills the meter's bowl in three layers, rodding each 25 times and tapping the sides to close the rod holes, then strikes the surface off level. The lid clamps on, water is injected through the petcocks to fill the space above the concrete, and the built-in pump raises the chamber to its calibrated operating pressure.

The technician releases the valve between chamber and bowl, taps the gauge, and reads apparent air content directly. Subtracting the aggregate correction factor, a small value measured for the specific aggregates. That is because porous rock holds a little air of its own, gives the reported air content of the concrete. Start to finish it is a few minutes per truck, run right at the point of placement.

One built-in limit matters: pressure meters read the air inside porous particles as well as between them, so this method is not used on lightweight aggregate concrete. Lightweight mixes get the volumetric method, ASTM C173, instead. Choosing the right meter for the mix is part of the technician's job.

What the number means

Specifications state a target with a tolerance, commonly something like 5 percent plus or minus 1.5 for air-entrained exterior work. A low ceiling for interior slabs that will be hard-troweled, where entrained air causes surface blisters. Inside the range, place. Outside it, the pre-agreed play runs: adjust dosage at the producer, retest, or reject.

Air is also the most fragile fresh property. Pumping, long hauls, hot weather, and retempering all bleed air out of a mix between the plant and the forms. That is why the reading that counts is the one taken where the concrete goes in, not the one on the batch ticket.

Air and the finished floor

One place air limits run the other direction is the interior slab. Floors that will be power-troweled to a hard, dense finish are specified with low air, typically 3 percent or less. That is because entrained air trapped under a closed troweled surface causes blisters and delamination that show up weeks later as hollow spots. On warehouse and industrial floor work, our per-truck air readings protect the finish as much as any durability property. A reading creeping up toward the ceiling triggers a call to the producer before the next load batches, not after the floor starts popping.

Who needs ASTM C231 testing

Contractors need per-truck air results anywhere a durability spec applies, and on trowel-finished floors they need the opposite assurance, that air stayed low. Owners get the record that the durability they paid for was actually delivered into the structure. Engineers lean on documented air when investigating scaling or strength shortfalls years later, and public agencies require it on essentially all exposed transportation work.

Common questions about ASTM C231

Does the meter get checked?

Yes. Calibration is routine, the aggregate correction factor is established per aggregate source, and both live in the project file.

Why did air drop between the plant and the deck?

Because handling costs air. Pump pressure, drum time, and heat all take a share. Testing at placement measures what survived, which is what the structure keeps.

Pressure or volumetric, which will you use?

Normal-weight concrete gets this pressure method for speed. Lightweight concrete gets ASTM C173. If both appear on your project, both meters ride on the truck.

How we help with ASTM C231 testing

Air testing runs as part of our standard fresh-concrete stop, sample per C172, slump per C143, temperature per C1064, air per C231, cylinders per C31, one technician, one rhythm, every sampled truck. Meters are calibrated, correction factors are established for your mixes. Results are reported per load with the placement location, so the durability record of your structure is complete before the finishers are off the slab.

The paper trail that makes air defensible

Air disputes are timing disputes: the producer's plant reading says 6 percent, the deck reading says 4, and both are honest. Our reports resolve this by recording where and when each reading was taken, what the load had been through, pump, haul time, wait time, and the temperature alongside. With that context, the numbers stop contradicting each other and start describing the same load at two moments in its life. The specification is applied where it says it applies, at placement. That is the difference between an argument and a record.

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