EN 13450: Aggregates for Railway Ballast – Requirements & Testing (2026 Guide)

Comprehensive guide to EN 13450 Standard for Railway Ballast. Understand the critical Los Angeles (LA) and Micro-Deval (MDE) tests, grading requirements (31.5/50), and why aggregate geometry is vital for track stability.

EN 13450: Aggregates for Railway Ballast – Requirements & Testing (2026 Guide)
January 31, 2024 9:10 am

💡 Key Takeaways: EN 13450 Standard

  • Scope: EN 13450 specifies the properties of aggregates (crushed stone) used for railway ballast.
  • Critical Tests: Focuses on resistance to fragmentation (Los Angeles Coefficient) and wear (Micro-Deval).
  • Geometry: The shape of the stone must be “cubical” with sharp edges to ensure proper interlocking (Track Stability).
  • Grading: Defines precise particle size distributions (typically 31.5mm to 50mm) to allow water drainage.
📝 2026 Editor’s Note: With the rise of High-Speed Rail, stricter requirements on “Fines Content” are being applied to prevent ballast fouling. This guide also touches upon the sustainability aspect of recycled ballast usage in modern infrastructure.

The stability of a train track depends on what lies beneath it. EN 13450 (Aggregates for railway ballast) is the European Standard that defines the characteristics of the crushed stones that support the sleepers and rails.

Ballast is not just random gravel. It is a carefully engineered component that performs three critical functions:

  1. Distributing the extreme weight of the train to the subgrade.
  2. Providing lateral resistance to keep the track geometry aligned.
  3. Allowing rapid drainage of rainwater to prevent soil erosion.

Key Technical Requirements of EN 13450

To meet the standard, aggregates (typically granite, basalt, or porphyry) must pass rigorous physical and geometric tests. Soft rocks like limestone are generally rejected for mainlines.

1. Resistance to Fragmentation (Los Angeles Coefficient – $LA_{RB}$ )

This test simulates the impact forces the stone will face under passing trains. A sample is placed in a rotating drum with steel balls.

  • The Metric: The percentage of the stone that turns into dust.
  • The Rule: Lower is better.
    • $LA_{RB} \le 16$: Required for High-Speed Lines (> 200 km/h).
    • $LA_{RB} \le 20$: Standard for conventional mainlines.

2. Resistance to Wear (Micro-Deval – $MDE_{RB}$)

While LA measures impact, Micro-Deval measures attrition (stones rubbing against each other). As trains vibrate the track, stones grind together.

  • Why it matters: If stones wear down easily, they produce “fines” (dust) that clog drainage, leading to “mud pumping” and track failure.
  • Target: High-quality ballast typically requires an $MDE_{RB}$ value of less than 12.

3. Particle Shape (Flakiness Index – $FI$)

EN 13450 demands cubical stones with sharp edges. Flat or elongated (flaky) stones are dangerous because they break easily and do not interlock effectively.

Grading Categories (Sieve Analysis)

The size of the ballast is strictly controlled. If stones are too small, they clog drainage; if too large, they don’t support the sleeper evenly. The most common grading categories in Europe are:

DesignationSize Range (mm)Typical Application
31,5/5031.5mm – 50mmStandard Mainlines & High-Speed Rail
31,5/6331.5mm – 63mmHeavy Haul & Freight Lines
22,4/6322.4mm – 63mmMaintenance & Spot Replacement

FAQ: Common Questions on Railway Ballast

What is the best type of rock for railway ballast?

Crushed Granite, Basalt, and Trap Rock are considered the best materials due to their hardness, high density, and angular fracture patterns, which satisfy the strict Los Angeles ($LA$) and Micro-Deval ($MDE$) requirements of EN 13450.

Why is river gravel not used as ballast?

River gravel typically has smooth, rounded edges. EN 13450 requires aggregates with sharp, angular edges to ensure interlocking. Rounded stones would roll over each other under load, causing the track to become unstable.

What is “Ballast Fouling”?

Fouling occurs when the voids between ballast stones get filled with dust (from stone breakdown), coal dust from cargo, or mud from the subgrade. This prevents water drainage and destroys the track’s elasticity, requiring expensive ballast cleaning or renewal.

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