A practical guide to concrete sensors: how wireless embedded sensors work, what they measure, how accurate they are versus cylinder breaks, and how to pick the right one for the job.
A wireless concrete sensor tied to the rebar cage before placement. The sensor reads continuously through the entire cure.
A concrete sensor is an embedded device that measures one or more physical properties of concrete from inside the pour. The most common measurements are temperature (for the maturity method and thermal control) and electrical resistivity (for cure progress and durability). The sensor transmits its readings to a phone, a fixed gateway, or a cloud platform, allowing engineers and QC managers to make decisions based on real, in-place data instead of estimates from companion cylinders cured nearby.
The category includes a range of devices that differ widely in capability: a single-use embedded probe with Bluetooth, a multi-year reusable sensor with long-range wireless, a wired thermocouple data logger with several channels, and surface-mounted devices that read only the formwork temperature. The right device depends on the application, the duration of monitoring, and the kind of decisions the data is supposed to support.
Cement hydration is exothermic and temperature-dependent. The rate of strength gain in concrete is a function of how much heat the cement has released and at what temperature. The ASTM C1074 maturity method formalizes this principle. The method integrates the temperature-time history of the in-place concrete to compute a maturity index, then applies a calibration curve — established once for each mix design from companion cylinders — to estimate compressive strength.
A concrete sensor with a temperature probe and a maturity calculation provides a continuous, in-place strength estimate. The QC manager can see the strength curve develop hour by hour, see when it crosses key thresholds (transfer strength on a prestress bed, stripping strength on a slab, post-tension strength on a bridge), and make a decision the moment the data supports it.
Electrical resistivity measures how strongly the concrete pore solution resists the flow of an electrical current. Two probes embedded a known distance apart inject a small alternating current and measure the resulting voltage. As cement hydrates, the pore structure refines and the pore solution becomes less continuous, so resistivity rises sharply through the first 7–28 days.
Two ASTM and AASHTO standards govern the test:
In-place sensors that measure resistivity replicate the bulk-resistivity test geometry inside the concrete itself, providing the same signal continuously instead of at discrete cylinder break dates. The signal complements the maturity method and provides a second, independent indicator of cure progress — useful when an unfamiliar mix or a difficult ambient condition causes the maturity calibration to drift.
Modern concrete sensors use Bluetooth (short range, phone-as-receiver), Wi-Fi (medium range, gateway), or sub-GHz radio (long range, gateway). Sub-GHz radios in particular handle the worst case — a sensor buried under several feet of concrete in a remote bed — and continue to transmit after placement, when Bluetooth often loses signal.
ASTM C1074 governs how a maturity-method estimate is generated and validated. The standard recognizes two functions for computing the maturity index:
Both functions require mix-specific calibration. The standard procedure is to break a series of cylinders from the same batch over several ages (typically 1, 3, 7, 14, 28 days), record the maturity at each break, and fit a maturity-strength curve. After calibration, the in-place sensor reads temperature continuously, computes maturity, and looks up the corresponding strength on the calibration curve.
For a deeper dive on ASTM C1074, see the concrete maturity method guide.
A properly calibrated maturity-method sensor correlates with cylinder break tests at 95–99% accuracy. The exact figure depends on three things:
A common comparison is the field-cured cylinder. Cylinders cured next to a precast bed often see ambient swings 10–30°F different from the bed itself, especially in winter or summer. Their break results then reflect the cylinder thermal history, not the concrete in the bed. An in-place sensor sees only the bed and produces an estimate from the actual thermal record. For more on this trade-off, see sensors vs traditional testing.
| Type | Reads | Range | Reusable | Best For |
|---|---|---|---|---|
| Single-use Bluetooth | Temperature | 25–50 ft | No | Slab on grade, tilt-up, low-volume work |
| Reusable wireless (long-range) | Temp + resistivity | ~1 mile to gateway | Yes (3+ years) | Precast plants, mass pours, post-tension, bridges |
| Wired thermocouple logger | Temperature only (multi-channel) | Cable to logger | Logger yes, cables no | Mass concrete with multiple depths, R&D |
| Mobile / portable sensor | Temp + resistivity | Phone or gateway | Yes | Field crews, DOT inspections, multi-site |
| Match-cure system | Cylinder temp matched to bed | Cabled to bed | Yes | Prestress release, accurate transfer-strength cylinders |
Within the embedded category, the most important distinction is single-use vs reusable. Single-use sensors are simpler — tie, pour, walk away — and the device cost gets buried in the structure. Reusable sensors require recovery (or are tied at a location chosen for retrieval) and have higher per-unit cost, but the cost-per-pour drops sharply over hundreds of cycles. A precast plant pouring 30 beds a week is far better served by reusable sensors. A general contractor pouring three slabs a year is often better served by single-use sensors. For a primer on reusable wireless sensors specifically, see the wireless concrete sensors guide.
Precast plants are the highest-frequency use case for concrete sensors. The economic return is direct: every hour saved on transfer-strength confirmation is an hour earlier the bed cycles to the next pour. Most plants gain 1–4 additional bed cycles per week from sensor-based release decisions. Match-cure systems multiply the effect by ensuring companion cylinders track the bed exactly. The precast industry page covers this in detail.
Mass concrete — mat slabs, drilled shafts, dam sections, large foundations — lives or dies by thermal control. ACI 207 caps peak in-place temperature at 158°F (to prevent delayed ettringite formation) and the core-to-surface differential at 35°F (to prevent thermal cracking). Sensors at multiple depths track both limits in real time and document compliance with the project's thermal control plan. See mass concrete pour monitoring for the full ACI 207 playbook.
Bridge deck pours typically sit between mass concrete and standard slabs in scale, and the timing decisions are demanding: when to remove falsework, when to apply post-tension stress, when to open the lane. State DOTs have detailed specifications for early-age strength and curing temperature, and most accept ASTM C1074 maturity-method data when the mix is calibrated. Multi-depth sensors capture the differential across the deck.
For slab on grade and tilt-up panels, the key decisions are when to strip forms, when to apply finish, when to lift, and when to apply traffic loads. Single-use sensors with phone access are common here because the placement is short, the crew is on-site, and the sensor only needs to transmit for a few weeks. Cold-weather work especially benefits from sensors because the relationship between ambient temperature and in-place temperature is strongly non-linear; see cold-weather concrete curing.
Hot weather (ACI 305) accelerates cement hydration and elevates peak temperature, both of which can damage strength gain and durability if uncontrolled. In-place sensors verify that the concrete is staying within spec limits and trigger corrective action (curing blankets, water curing, sunshades) when the trend is wrong. See hot-weather concrete curing.
For materials labs, sensors that measure both temperature and resistivity provide the cleanest possible record of how a new mix or admixture behaves over the cure. Sensytec's research customers use sensors to validate sustainable cement replacements, accelerated curing protocols, 3D-printable concrete, and waterproofing systems. The advanced materials industry page covers this work.
Five questions answer most of the selection problem:
Sensytec builds three sensors plus a match-cure system, all feeding the same cloud platform:
A concrete sensor is an embedded device that measures one or more physical properties of concrete from inside the pour, typically temperature and electrical resistivity. The sensor transmits data continuously to a phone, gateway, or cloud platform so engineers can track in-place strength development, curing progress, and thermal behavior in real time, without breaking cylinders.
Modern wireless concrete sensors that use the ASTM C1074 maturity method correlate with cylinder break tests at 95–99% accuracy when the mix has been properly calibrated. The sensor measures in-place temperature continuously and computes strength from a calibrated maturity-strength relationship for that specific mix. Field-cured cylinders, by contrast, often diverge from in-place concrete because their thermal history is different.
ASTM C1074 is the standard practice for estimating concrete strength by the maturity method. Concrete strength is a function of cement hydration, which is a function of temperature and time. By integrating the temperature-time history of in-place concrete and applying a calibration curve from companion cylinders, the standard provides a defensible non-destructive estimate of in-place strength.
Electrical resistivity measures how strongly a concrete sample resists electrical current. As cement hydrates and the pore structure refines, resistivity rises. AASHTO T-358 (surface) and ASTM C1876 (bulk) provide standardized procedures. Resistivity gives a second, independent signal of cure progress and at later ages correlates with chloride-ion penetration resistance.
Single-use embedded Bluetooth sensors that pair with a phone, reusable wireless sensors with longer range and multi-year batteries, wired thermocouple data loggers with multiple channels, and surface-mounted sensors for short-term temperature only. Two-signal sensors that read both temperature and resistivity provide the most independent verification.
Pick the location based on the structural element type and the strength location of interest, tie the sensor to the rebar or strand cage at the planned depth, route the antenna or cable as required, verify the sensor is transmitting before placement, and place the concrete carefully around the sensor. For mass pours and bridge decks, multiple sensors at different depths are standard.
Periodic acceptance cylinders are still required by code in most jurisdictions. The biggest value of sensors is in the schedule decisions: detension, strip, post-tension, open to traffic, remove temporary supports. Sensors replace many strength-decision breaks while leaving acceptance cylinders in place.
Single-use sensors are entombed in the structure but only transmit for a few weeks of active battery life. Reusable sensors with rechargeable batteries can be recovered and reused for three years or more across hundreds of pours.
Bluetooth-only sensors have a practical range of 25–50 ft through air, less through concrete. Long-range sub-GHz wireless can reach a mile or more line-of-sight to a gateway and continue transmitting after the pour is buried.
Yes. State DOTs including TxDOT, FDOT, Caltrans, and others accept ASTM C1074 maturity-method data for early-age strength decisions when the mix is properly calibrated. PCI plant certification programs (MNL-116, MNL-117, MNL-130) and NPCA QCM-001 also recognize maturity-method data. Specific project specs vary, so always check the spec for the project at hand.
Two-signal wireless sensors, a match-cure system, and a cloud platform that ties it all together. Built in the USA. Compliant with ASTM C1074, AASHTO T-358, and ASTM C1876.
Talk to an Expert