❄️ Concrete Frost Resistance

Construction PN-B-06250

In short

Testing concrete resistance to cyclic freezing and thawing. Critical durability parameter for structures exposed to atmospheric conditions in temperate climate. The test is performed according to PN-B-06250:1988; Specimen dimensions: 100×100×100 mm. The procedure comprises 7 steps (about 35 days 9 h 25 min–35 days 13 h 25 min in total); it is used for: Qualification of concrete for exposure classes XF1–XF4 (PN-EN 206), Control of concrete for bridges and viaducts (GDDKiA), Testing concrete road and airport pavements.

At a glance

  • Standard: PN-B-06250:1988
  • Category: Construction
  • Procedure steps: 7
  • Total time of stages: 35 days 9 h 25 min–35 days 13 h 25 min
  • Specimen dimensions: 100×100×100 mm
  • Freezing temperature: -18 ± 2°C
  • Thawing temperature: +18 ± 2°C

Overview

Frost resistance of concrete is the ability to retain mechanical properties after repeated freezing and thawing in water-saturated state. The test involves subjecting specimens to cycles: freezing (-18°C) → thawing (+18°C in water) and comparing compressive strength with reference specimens.

Concrete is frost-resistant (Fxxx) if after xxx cycles the compressive strength reduction does not exceed 20% and mass loss does not exceed 5%. Frost resistance classes: F50, F100, F150, F200, F300.

Frost resistance is critical for: bridges, road pavements, building facades, water infrastructure elements, concrete exposed to deicing salts. In Polish climate, concrete exposed to direct atmospheric action should have min. F150.

Method principle

Cubic specimens 100 mm water-saturated are subjected to cycles of freezing (-18±2°C for min. 4 h) and thawing (+18±2°C in water for min. 4 h). After specified number of cycles (50, 100, 150, 200, 300), specimens are tested for compressive strength and compared with reference specimens stored in water.

Criterion: strength reduction ≤20% and mass loss ≤5%. Accelerated method uses 3% NaCl as freezing medium, simulating road conditions.

Applications

Key parameters

ParameterValue
Specimen dimensions100×100×100 mm
Freezing temperature-18 ± 2°C
Thawing temperature+18 ± 2°C
Cycle timemin. 4 h freezing + 4 h thawing
Criterionfc reduction ≤20%, mass loss ≤5%
ClassesF50, F100, F150, F200, F300

Standard

Standard number
PN-B-06250:1988
Title (PL)
Beton zwykły — Badanie mrozoodporności metodą zwykłą i przyspieszoną
Title (EN)
Ordinary concrete — Frost resistance testing by normal and accelerated method

Step-by-step procedure

  1. Specimen preparation

    Prepare 12 cubes 100 mm (6 for freezing, 6 reference). Curing 28 days in water 20±2°C.

    ⏱ Time: 28 days • 🌡 Temperature: 20°C

  2. Water saturation

    Immerse specimens in water for 7 days (full capillary saturation). Weigh (mass m₀).

    ⏱ Time: 7 days

  3. Freezing

    Place saturated specimens in freezing chamber -18±2°C. Min. 4 h after reaching temperature in specimen core.

    ⏱ Time: 4–6 h • 🌡 Temperature: -18°C

  4. Thawing

    Transfer to water tank +18±2°C. Min. 4 h. This is 1 cycle. Repeat until required number of cycles.

    ⏱ Time: 4–6 h • 🌡 Temperature: +18°C

  5. Mass control

    Every 25 cycles weigh specimens. Calculate mass loss Δm = (m₀ - mn)/m₀ × 100%. Max. 5%.

    ⏱ Time: 10 min

  6. Strength testing

    After reaching target cycle number, test compressive strength of frozen and reference specimens per PN-EN 12390-3.

    ⏱ Time: 1 h

  7. Assessment

    Strength reduction Δfc = (fc,ref - fc,frost)/fc,ref × 100%. Frost-resistant concrete: Δfc ≤ 20% and Δm ≤ 5%.

    ⏱ Time: 15 min

Required equipment and apparatus

EquipmentExampleIndicative price
Freezing chamberWeiss Technik WK3, CTS C-40/200, -18°C min.40,000–100,000 PLN
Thawing tanksSteel/PE, with temperature control 18±2°C5,000–15,000 PLN
Compression pressControls Automax, up to 3000 kN80,000–200,000 PLN
Laboratory balanceRadwag WLC 6, accuracy 0.1 g2,000–5,000 PLN
CaliperMitutoyo 500-196, accuracy 0.01 mm200–800 PLN

Reagents, media and consumables

ReagentCASDetails
Tap waterFor saturation and thawing of specimens
3% NaCl solution7647-14-5Accelerated method — road salt simulation

Health and safety (OHS)

Frequently asked questions

Which standard describes this test?

The test is performed according to PN-B-06250:1988 — “Ordinary concrete — Frost resistance testing by normal and accelerated method”.

How does this method work?

Cubic specimens 100 mm water-saturated are subjected to cycles of freezing (-18±2°C for min. 4 h) and thawing (+18±2°C in water for min.

What is the measuring range and accuracy?

Specimen dimensions: 100×100×100 mm; Freezing temperature: -18 ± 2°C; Thawing temperature: +18 ± 2°C; Cycle time: min. 4 h freezing + 4 h thawing.

How long does the test take?

The times given for the individual stages add up to approximately 35 days 9 h 25 min–35 days 13 h 25 min. The procedure comprises 7 steps.

What equipment is required?

Freezing chamber, Thawing tanks, Compression press, Laboratory balance, Caliper. Indicative cost of the core instrument (Freezing chamber): 40,000–100,000 PLN.

Where is this test used?

Qualification of concrete for exposure classes XF1–XF4 (PN-EN 206); Control of concrete for bridges and viaducts (GDDKiA); Testing concrete road and airport pavements; Qualification of precast concrete products (curbs, paving slabs); Assessment of concrete facade durability; Testing hydraulic concrete (locks, dams).

What safety precautions apply?

Freezing chamber — frostbite risk, thermal insulation gloves; Hydraulic press — crushing risk, protective shields; Specimen weight — ergonomics of repeated lifting; NaCl — equipment corrosion, wash after contact.

Which laboratory can perform this test?

The test is performed by laboratories accredited to ISO/IEC 17025. On LabCoda you can find them by the standard number PN-B-06250.

🔍 Find a laboratory performing this test