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IS 5525 : 1969Railway Track Ballast

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AREMA Manual for Railway Engineering, Chapter 1, Part 2 · EN 13450 · UIC Leaflet 714 R
CurrentSpecializedSpecificationTransportation · Railway Engineering
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues5InternationalTablesFAQ3Related

IS 5525:1969 is the Indian Standard (BIS) for railway track ballast. This standard specifies the requirements for railway track ballast, covering material types (crushed stone, gravel), physical properties like strength and durability, and size grading for different track gauges. It provides acceptance criteria for ballast used under concrete, steel, and wooden sleepers.

Specifies requirements for material, gradation, and quality of railway track ballast.

Overview

Status
Current
Usage level
Specialized
Domain
Transportation — Railway Engineering
Type
Specification
Amendments
Amendment 1 (May 1983)
International equivalents
AREMA Manual for Railway Engineering, Chapter 1, Part 2 · AREMA (American Railway Engineering and Maintenance-of-Way Association), USAEN 13450:2002+A1:2008 · CEN (European Committee for Standardization), EuropeUIC Leaflet 714 R · UIC (International Union of Railways), InternationalAS 2758.7-1996 · Standards Australia, Australia
Typically used with
IS 2386
Also on InfraLens for IS 5525
5Key values2Tables3FAQs
Practical Notes
! This is an old and superseded version. Always refer to the latest revision (IS 5525:2022) for current projects, as requirements and test methods have been updated significantly.
! Ballast quality is paramount for track stability and drainage. Source selection and regular testing as per the code are critical.
! Pay close attention to the size and grading requirements (Table 2) as they differ for Broad Gauge (BG), Metre Gauge (MG), and Narrow Gauge (NG) tracks.
Frequently referenced clauses
Cl. 3MaterialCl. 4Physical PropertiesCl. 5Size and GradingCl. 6Tests
Pulled from IS 5525:1969. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments1 amendment
Amendment 1 (May 1983)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
ballastcrushed stonegravelaggregate

International Equivalents

Similar International Standards
AREMA Manual for Railway Engineering, Chapter 1, Part 2AREMA (American Railway Engineering and Maintenance-of-Way Association), USA
HighCurrent
Ballast
Specifies material, grading, and physical properties for railway ballast in North America.
EN 13450:2002+A1:2008CEN (European Committee for Standardization), Europe
HighCurrent
Aggregates for railway ballast
Specifies properties of natural, manufactured, or recycled aggregates for use as railway ballast.
UIC Leaflet 714 RUIC (International Union of Railways), International
HighCurrent
Ballast
Provides technical specifications and quality requirements for ballast used on international railway lines.
AS 2758.7-1996Standards Australia, Australia
MediumCurrent
Aggregates and rock for engineering purposes - Railway ballast
Covers sources, properties, production, and testing of railway ballast in Australia.
Key Differences
≠IS 5525 specifies grading based on nominal sizes (e.g., 65mm, 50mm), while EN 13450 uses a d/D grading system (e.g., 31.5/50 mm), and AREMA uses numbered gradations (e.g., No. 4, No. 24).
≠Particle shape requirements and test methods differ. IS 5525 uses a combined Flakiness and Elongation Index, whereas EN 13450 specifies separate Flakiness Index (FI) and Shape Index (SI), and AREMA limits the percentage of particles with a dimensional ratio greater than a set value (e.g., 5:1).
≠While all use the Los Angeles Abrasion test, the acceptance limits are different. IS 5525 has a limit of 30% for BG tracks, while AREMA and EN 13450 often require stricter values (e.g., <25%) for high-speed or heavy axle load lines.
≠EN 13450 includes specific tests and categories for resistance to freezing and thawing (e.g., F1, F2), which is not a primary specified test in IS 5525, reflecting the different climatic considerations.
Key Similarities
≈All standards mandate the use of hard, dense, and durable crushed stone (e.g., granite, basalt, quartzite) and prohibit the use of soft or weathered rock.
≈A universal requirement across all standards is that ballast must be clean and free from fine materials like dust, clay, soil, and organic matter, with a typical limit of around 1% for materials passing the 0.075 mm sieve.
≈All standards require ballast particles to be angular and roughly cubical, produced by mechanical crushing, to ensure good interlocking, shear strength, and track stability. Rounded particles are not permitted.
≈The Los Angeles Abrasion test is a common method specified by IS 5525, AREMA, and EN 13450 to measure the aggregate's resistance to degradation from abrasion and impact.
Parameter Comparison
ParameterIS ValueInternationalSource
Los Angeles Abrasion Value (Max % loss)≤ 30% (for Broad Gauge)Typically ≤ 25% for high-speed/heavy haul lines; up to 40% for low density lines.AREMA Manual Ch. 1, Pt. 2
Water Absorption (Max %)≤ 1.0%≤ 1.0% (can be ≤ 0.5% for high-quality ballast)AREMA Manual Ch. 1, Pt. 2
Flakiness & Elongation Index (Combined)≤ 25%Not directly comparable. EN 13450 uses separate Flakiness Index (FI ≤ 20) and Shape Index (SI ≤ 20) categories.EN 13450:2002
Fines Passing 75-micron / No. 200 sieve (Max %)≤ 1.0%≤ 1.0% by massAREMA Manual Ch. 1, Pt. 2 & EN 13450
Soundness (Magnesium Sulfate, 5 cycles, Max % loss)≤ 10%≤ 10% (can be specified as low as ≤ 5% for severe weather conditions)AREMA Manual Ch. 1, Pt. 2
Nominal Grading (Mainline)65mm or 50mm31.5/50 mm or 31.5/63 mm (d/D)EN 13450:2002
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Maximum Aggregate Abrasion Value (for concrete/steel sleepers)30%
Maximum Aggregate Impact Value (for concrete/steel sleepers)20%
Maximum Water Absorption1.0%
Percentage passing 80 mm IS Sieve (Broad Gauge)100%
Percentage passing 40 mm IS Sieve (Broad Gauge)0 to 5 %

Tables & Referenced Sections

Key Tables
Table 1 - Physical Requirements of Ballast
Table 2 - Recommended Size and Grading of Ballast
Key Clauses
Clause 3 - Material
Clause 4 - Physical Properties
Clause 5 - Size and Grading
Clause 6 - Tests

Related Resources on InfraLens

Cross-Referenced Codes
IS 2386:1963Methods of Test for Aggregates for Concrete -...
→

Frequently Asked Questions3

What are the main tests for railway ballast quality?+
The key tests are the Aggregate Abrasion Test (Los Angeles Test), Aggregate Impact Test, and Water Absorption Test (Clause 4 & Table 1).
What is the maximum permissible abrasion value for ballast under concrete sleepers?+
The maximum Los Angeles Abrasion value is 30% for ballast used with concrete or steel sleepers (Table 1).
What is the specified size range for ballast on a Broad Gauge (BG) track?+
For BG tracks, the ballast should be graded such that 100% passes the 80 mm sieve and no more than 5% passes the 40 mm sieve (Table 2).

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