Helical piles for decks cost about $300 to $700 each. Learn how deep they go, how far apart they sit, permit rules, and how they compare to concrete.

Helical piles for decks typically cost about $300 to $700 per pile installed, and a deck needs one pile under each post, so the count depends on its size and beam layout. They are screwed into the ground with a small machine to below the frost line and to a measured installation torque, then capped with a post bracket, so the deck can be framed the same day with no digging, concrete, or cure time.
Deck piles are the least expensive way to use helical piles, because the installer drives them into open ground and caps them with a simple bracket. There is no excavation beside a basement wall and no lifting of an existing structure. That is why a deck pile costs a few hundred dollars while a foundation repair pier costs a few thousand. Our full helical pier cost guide breaks down both.
| Deck footing option | Typical cost per footing | What drives the price |
|---|---|---|
| Helical pile, installed (HomeGuide) | $300 to $500 | Depth to firm soil, pile size, number of piles, access |
| Helical pile, installed (Helical Anchors, Inc.) | $350 to $700 | Deck, porch, or accessory structure loads |
| Standard screw pile (Rise) | About $250 average | Pile model and local labor |
| Poured concrete footing (Rise) | About $70 in materials plus $30 to $230 labor | Hole depth, forms, concrete delivery, cure time |
Concrete looks cheaper on paper, but the comparison changes once you count digging each hole by hand or with an auger, hauling spoils, buying or mixing concrete, and waiting for it to cure before framing. On sites with poor access, high groundwater, or deep frost, helical piles often close the gap or come out ahead.
There is no single spacing number for decks. Helical piles go where the deck's posts go, and post locations come from how far the beams can span. The IRC deck section includes a beam span table (Table R507.5) that sets allowable beam spans by lumber size, species, and joist span. A larger beam can span farther, which means fewer posts and fewer piles.
The piles also have to stay far enough apart that they don't compete for the same soil. The CHANCE evaluation report ICC-ES ESR-2794 sets a minimum center-to-center spacing of four times the diameter of the largest helix plate, unless an engineer accounts for group effects. With a common 8-inch helix, that works out to 32 inches, which is well under typical deck post spacing. For foundations and heavier structures, see our guide on how far apart helical piers need to be.
A deck pile is installed until two things are true: the helix is below the local frost line, and the pile has reached the installation torque that corresponds to its required capacity. Under the IRC, deck footings must extend below the frost line the jurisdiction sets in its climate table, with an exception for some free-standing decks (IRC Section R507.3).
Frost matters more for a light deck than for a house, because a deck weighs little and is easy for frost to lift. CHANCE notes that the helix should sit below the zone of maximum frost penetration plus at least one helix diameter to resist frost heave (Hubbell). Because ESR-2794 also requires the top helix of a tension-loaded pile to sit at least 12 helix diameters below the surface unless an engineer justifies less, deck piles are often longer than the concrete footings they replace. The final length is set by the soil on your lot. Our article on how deep helical piles go explains depth and torque in more detail.
Capacity is verified by torque. The installer records the final torque, and a torque correlation factor converts it to capacity. For residential work under the IRC where no soil report is available, ESR-2794 requires a safety factor of 2.5 on the torque correlation, which is more conservative than the factor of 2 used with a geotechnical report. See how much weight a helical pile can hold for the math.
Usually, yes. The IRC exempts only small decks from permits: under Section R105.2, a deck is exempt only if it is 200 square feet or less, no more than 30 inches above grade at any point, not attached to the house, and not serving a required exit door (IRC R105.2). Most attached decks need a permit regardless of the footing type, and local amendments can be stricter.
For the footing itself, IRC Section R507.3 says decks must be supported on "concrete footings or other approved structural systems." Helical piles fall under the "other approved" path. Building departments usually accept them in one of two ways:
Some departments also want the installer's torque log at inspection. Our guide to helical pile permits and building codes covers what inspectors look for.
You can buy small ground screws for fences and sheds, but code-evaluated helical piles for a deck are a different product. ESR-2794 requires CHANCE systems to be installed by Hubbell-trained and certified installers, and Canadian evaluations such as CCMC 13691-R require manufacturer-certified installers using approved equipment. The work also depends on a hydraulic drive head and a calibrated way to read torque, which is how the pile's capacity is proven.
A realistic split for DIY builders is to hire a helical pile installer for the foundation, then frame and finish the deck yourself. Many installers offer this, and it keeps the part the inspector cares most about in professional hands.
| Factor | Helical piles | Concrete footings |
|---|---|---|
| Installation time | Install and build the same day | Dig, pour, and wait for cure |
| Ready to build on | Immediately after installation | After concrete gains strength |
| Capacity check | Measured torque on every pile | Assumed from soil and footing size |
| Frost heave resistance | Helix anchors below the frost zone | Depends on depth, shape, and backfill |
| Yard disturbance | Little or no spoil | Excavated soil to remove |
| Up-front cost | Higher per footing in most markets | Lower materials cost |
Helical piles tend to win for decks on wet or soft soil, in cold climates, near existing landscaping, or when the schedule is tight. Concrete can make sense on firm, well-drained soil where holes are easy to dig. For a deeper comparison, read helical piles vs. concrete piers. If you are worried about steel in the ground, our article on whether helical piers rust covers galvanizing and service life.
Ask each installer for the pile model and its evaluation report number, the target torque and minimum depth, whether a permit and engineer's letter are included, and whether you will receive a torque log for every pile. Deck jobs are among the fastest helical projects; our guide to how long helical pile installation takes gives typical timelines.
You can compare local installers in the Helical Pile USA directory by state. Deck work is especially common in cold-climate markets such as Minnesota, Wisconsin, and Michigan. Installers and manufacturers who want to reach deck builders and homeowners can get featured on Helical Pile USA.
Most published ranges fall between about $300 and $700 per pile installed, according to HomeGuide and Helical Anchors, Inc. Deeper soil, heavier loads, and difficult access push the price up.
One pile under each post. The number of posts depends on the deck's size and how far its beams can span under IRC Table R507.5. Larger beams mean fewer posts and fewer piles.
They are faster, can be built on right away, and give a measured capacity for every pile. Concrete usually costs less in materials. On soft, wet, or frost-prone ground, helical piles are often the better value.
Yes, in most cases. The IRC requires deck footings to extend below the local frost line, with limited exceptions for free-standing decks, and the helix should sit below the frost zone to resist heave.
Most will, because the IRC allows "other approved structural systems" for deck footings. Expect to provide an ICC-ES evaluation report or an engineer's letter, and check with your local department before you book an installer.
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