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Concrete problems

Some cracking in concrete is unavoidable — NRMCA states plainly that all concrete has a tendency to crack and that it is not possible to produce completely crack-free concrete. Most random early-age cracks are unsightly but rarely affect structural integrity or service life. The exceptions that do matter are D-cracking from freeze-thaw damage and cracking from alkali-aggregate reaction, plus any crack showing vertical displacement or ongoing widening.

Nobody tells homeowners this before the pour, which is why cracking feels like fraud when it appears. Concrete shrinks as it dries. If that shrinkage is restrained, tensile stress exceeds the concrete's strength and it cracks. Joints are simply pre-planned cracks — NRMCA's phrase — placed where you can tolerate them.

Plastic shrinkage cracks show up in the surface within hours of placement, while the concrete is still plastic. NRMCA describes them as roughly parallel, on the order of 1 to 3 feet apart, relatively shallow, and generally not reaching the slab perimeter. They are unsightly but rarely impair strength. They happen when surface water evaporates faster than bleed water can replace it — wind over 5 mph, low humidity, or high temperatures.

Scaling is flaking or peeling of the finished surface, caused by freeze-thaw cycles, made worse by deicing chemicals. Moderate scaling can take off 1/8 to 3/8 inch of surface mortar. NRMCA attributes most scaling to non-air-entrained concrete or too little entrained air, low strength, excess water, over-finishing, or insufficient curing. That is a workmanship and mix problem, not bad luck.

Crazing is a fine web of shallow surface cracks and is cosmetic. Settlement cracks and cracks with one side sitting higher than the other point at the subgrade, and that is a real defect worth pursuing.

How to choose

Check whether the crack is at a joint
A crack that followed the sawcut is the joint doing its job. A random diagonal crack across a panel usually means joints were spaced too far apart, cut too late, or cut too shallow.
Measure joint spacing before you argue
NRMCA recommends 24 to 36 times slab thickness — about 10 feet for a 4-inch slab — with 15 feet as a maximum, and joints cut to at least 1/4 the slab thickness. If your 4-inch driveway has joints 20 feet apart, that is documentable.
Look for vertical displacement
A flat hairline crack is cosmetic. One side sitting higher than the other means movement below the slab. Different problem, different fix.
Photograph and date everything
Take photos on day one, week one, and each season. A crack that is stable for two years is a very different conversation than one that keeps opening.
Scaling in the first winter is a red flag
NRMCA advises avoiding deicing chemicals in the first winter entirely. If a new slab scaled after one season of salt, ask whether the mix was air-entrained and at what strength.
Don't accept "all concrete cracks" as the whole answer
It's true, and it does not excuse missing joints, a frozen or uncompacted subgrade, water added at the truck, or no curing.
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All concrete problems

Cracked Driveway

Sunken Concrete

Spalling Concrete

Uneven Sidewalk

Failed Patio Slab

Retaining Wall Failure

Scaling From Freeze-Thaw

FAQ

Concrete problems — common questions

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Frequently, yes. NRMCA states that most random cracks appearing at an early age, although unsightly, rarely affect structural integrity or service life. The two exceptions it names are D-cracking from freeze-thaw damage of porous aggregate and cracking from alkali-aggregate reaction, which does cause long-term structural damage.
Possibly. NRMCA lists windbreaks, fog spraying, dampening the subgrade and forms, covering the slab between finishing operations, and starting curing immediately as standard precautions when evaporation conditions are high. If it was hot, dry and windy and none of that was done, that is a workmanship question.
That is scaling. NRMCA's leading causes are concrete that wasn't air-entrained or had too little entrained air, low strength, excess water, over-finishing with a steel trowel, and inadequate curing — plus deicing salts applied too early.
Minor scaling is cosmetic and NRMCA says it may not need repair at all. Cracks that are stable and flat are usually a sealing question, not a structural one. Any crack with displacement, or that keeps growing, should be looked at by someone who will inspect the subgrade rather than just caulk it.
Synthetic fibers reduce plastic shrinkage and plastic settlement cracking. NRMCA explicitly says not to use them to increase control joint spacing, reduce slab thickness, replace structural steel reinforcement, or control cracking caused by external forces.
Sources

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