How Often the Ground Freezes Here
In an average year Clarksville logs about 78 nights at or below freezing[1]. Only about 8 days stay below freezing around the clock, which leaves roughly 70 days that freeze at night and thaw by afternoon[2]. Each of those days is one more cycle for any water sitting in the pores of your driveway.
January is the hardest month: a normal low of 27.8°F and about 21 days that drop to freezing[3]. Truly hard freezes are less common. The same Clarksville station averages about 16 nights a year at 20°F or colder[4].
Towns a short drive apart get noticeably different winters. Average nights at or below 32°F, from NOAA's 1991-2020 climate normals:
- Nashville (the airport station): about 66[5]
- Bowling Green, KY (Warren County airport): about 82[6]
- Franklin (sewage plant station, 21 years of records): about 84[7]
- Hopkinsville, KY (20 years of records): about 87[8]
- Murfreesboro (station 5 miles north of town): about 89[9]
- Springfield (experiment station): about 91[10]
Why the count matters more than the low
NRMCA ties scaling risk to the number of freeze-thaw cycles a wet slab goes through[11], so a winter that swings above and below 32°F every few days can be harder on concrete than a colder one that stays frozen. With roughly 70 of those swing days in a typical Clarksville year[2], a slab here faces dozens of cycles every winter, not a handful.
What Ice Does to a Slab
When a slab is soaked and the temperature falls toward freezing, the water inside expands as it turns to ice and stresses the concrete around it[11]. Repeat that dozens of times a year, for years, and the surface starts to come apart.
The first visible sign is usually scaling. NRMCA, the ready-mixed concrete industry's trade group, describes it as local flaking or peeling of the hardened surface caused by freezing and thawing. Light scaling leaves the stone in the mix hidden; moderate scaling exposes it[11].
The defense is built in on pour day
The main protection is in the mix itself. NRMCA says concrete facing freeze-thaw should be air-entrained, with about 6% total air for mixes using 3/4-inch or 1-inch stone[12]. Those tiny bubbles give freezing water somewhere to go.
Strength matters too. For outdoor slabs that stay damp, freeze and get deicers, NRMCA recommends a 4,000 psi mix, dropping to 3,500 psi only where those conditions don't apply[13].
Finishing can undo good ingredients. Working the surface too hard knocks entrained air out of the top layer, which is why NRMCA calls a broom finish adequate for most exterior concrete[14]. When you compare bids, ask for the specified air content and strength in writing.
Salt, Sand and Your Slab's First Winter
Deicers can speed up winter damage. According to NRMCA, they make scaling worse by keeping the surface wetter and adding freeze-thaw cycles[15].
- Year one: skip chemical deicers entirely and throw clean sand for grip. After that first winter, use them in moderation, and never use ammonium or magnesium-based products[16].
- Which salts: NRMCA considers calcium chloride and ordinary rock salt (sodium chloride) acceptable for concrete[15].
- Tracked-in salt: magnesium road salts ride in on tires and build up on garage floors and aprons[17]. When the weather allows, hose off what the car leaves behind[15].
- Puddles: a low spot that holds salty meltwater raises the scaling risk[17], so fix drainage before winter, not after.
About sealers
If you plan to seal outdoor concrete, NRMCA suggests a breathable silane or siloxane product made for slabs, put down when the concrete is reasonably dry, ideally in late summer after a few dry days[18]. A sealer does not make ice safe to walk on. The American Society of Concrete Contractors notes that even broom-finished, sealed concrete with a grip additive is still slippery once it ices over[19].
Pouring New Concrete When It's Cold
NRMCA treats it as cold weather when the average daily temperature stays under 40°F for more than 3 days in a row and the air doesn't get above 50°F for more than half of any day[20]. Hold the 10-day forecast up against that definition before a winter pour goes on the calendar.
Fresh concrete freezes once its own temperature falls below about 25°F, and cooling it by 20°F roughly doubles how long it takes to set[21]. It has to be kept from freezing until it reaches 500 psi, about two days, and shielded from freeze-thaw cycles until it reaches at least 3,500 psi[22]. NRMCA also recommends curing for typically 3 to 7 days while keeping the concrete above 50°F[23].
What a careful cold-weather pour looks like
- Snow and ice are cleared, and the ground and forms the concrete will touch are above freezing, even if that means warming or insulating the subgrade first[24].
- Insulated blankets, tarps, or straw under plastic sheeting are ready before the truck arrives, with extra attention to corners and edges, which lose heat first[25].
- The slab is cured with a membrane-forming compound or plastic sheeting, not water, when a freeze is on the way[26].
- Accelerators are used knowing their limits: they don't stop concrete from freezing and don't replace protection, and calcium chloride stays at or below 2% of the cement weight[27].
- Covers come off gradually. A gap of more than about 35°F between the surface and the core can cause thermal cracking[28].
Timing the job
NRMCA urges caution with outdoor pours in late fall, winter or early spring whenever the new slab could freeze while it's still saturated[29]. If your driveway or patio can wait for steadier weather, that's often the simplest answer. If it can't, ask how each step above will be handled on your job. Right-of-way approvals can also take time, which our Clarksville driveway permit guide covers.
A Fall Checklist for Concrete You Already Have
- Walk the slab after a heavy rain and note where water stands. Salty meltwater collects in the same places.
- Point downspouts away from walks, patios and the edge of the driveway.
- Look for open cracks and sections that have dropped. Water that gets under a slab freezes there too.
- Stock clean sand for a new slab, or a calcium chloride or rock-salt product for an older one, and leave magnesium and ammonium products on the shelf.
When Winter Leaves Damage Behind
Spring is when most people notice what the winter did. What to do next depends on what you find.
Flaking or pitting
Minor scaling is cosmetic and may not need fixing at all. Light to moderate scaling can be repaired with a thin bonded resurfacing layer, but that layer is only as strong as the concrete it bonds to, and it won't match the original color[30]. Our repair and leveling page explains when a resurfacing job makes sense.
Sunken or tilted sections
A panel that settled over the winter can often be raised rather than replaced. Be realistic about the result: Oregon DOT's research found that a raised slab can settle again, and that no lifting method guarantees a slab stays put[31]. Fix the water problem that undermined it first.
Broken or heaving slabs
Concrete that has broken into pieces usually has to come out. A replacement is the chance to get the air content, strength and drainage right, as described on our concrete driveways page.
Sources
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00401790 (Clarksville WWTP). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00401790.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00401790 (Clarksville WWTP). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00401790.csv
- U.S. Climate Normals 1991-2020, monthly - NOAA NCEI, station USC00401790 (Clarksville WWTP). https://www.ncei.noaa.gov/data/normals-monthly/1991-2020/access/USC00401790.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00401790 (Clarksville WWTP). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00401790.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USW00013897 (Nashville Intl Airport). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USW00013897.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USW00093808 (Bowling Green-Warren Co Airport). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USW00093808.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00403280 (Franklin Sewage Plant). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00403280.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00153994 (Hopkinsville, KY). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00153994.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00406371 (Murfreesboro 5 N). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00406371.csv
- U.S. Climate Normals 1991-2020, annual/seasonal - NOAA NCEI, station USC00408562 (Springfield Experiment Station). https://www.ncei.noaa.gov/data/normals-annualseasonal/1991-2020/access/USC00408562.csv
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association (2014 rev.). https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces, Concrete in Practice series - National Ready Mixed Concrete Association (2014 rev.). https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- Sealer Selection & Application Guide - ASCC Decorative Concrete Council. https://ascconline.org/Portals/ASCC/DCC_Comprehensive_Sealer_Selection_Application_Guide.pdf
- CIP 27 - Cold Weather Concreting, Concrete in Practice series - National Ready Mixed Concrete Association (1998, 2014). https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 11 - Curing In-Place Concrete - National Ready Mixed Concrete Association (2017 rev.). https://www.nrmca.org/wp-content/uploads/2021/01/11pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 27 - Cold Weather Concreting - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/27pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- CIP 2 - Scaling Concrete Surfaces - National Ready Mixed Concrete Association. https://www.nrmca.org/wp-content/uploads/2021/01/02pr.pdf
- Injected Polyurethane Slab Jacking, Final Report SPR 306-261 - Oregon Department of Transportation. https://www.oregon.gov/ODOT/Programs/ResearchDocuments/InjectSlabJack.pdf