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IS 2440 : 1990Wooden Sleepers for Railway Tracks

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AREMA Manual for Railway Engineering, Chapter 30 · EN 13145 · UIC Code 863 (9th ed., 2013)
CurrentSpecializedSpecificationTransportation · Railway Engineering
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OverviewValues4InternationalTablesFAQ3Related

IS 2440:1990 is the Indian Standard (BIS) for wooden sleepers for railway tracks. This standard specifies the requirements, species, dimensions, and permissible defects for wooden sleepers used in broad gauge, metre gauge, and narrow gauge railway tracks in India.

Specifies requirements for wooden sleepers, including dimensions, timber species, and preservation methods.

Overview

Status
Current
Usage level
Specialized
Domain
Transportation — Railway Engineering
Type
Specification
International equivalents
AREMA Manual for Railway Engineering, Chapter 30 · American Railway Engineering and Maintenance-of-Way Association (AREMA), USAEN 13145:2001+A1:2011 · European Committee for Standardization (CEN), EuropeUIC Code 863 (9th ed., 2013) · International Union of Railways (UIC), InternationalAS 1085.2-2012 · Standards Australia, Australia
Typically used with
IS 399IS 401IS 1141
Also on InfraLens for IS 2440
4Key values2Tables3FAQs
Practical Notes
! While mostly replaced by Prestressed Concrete (PSC) sleepers on Indian Railways mainlines, wooden sleepers remain critical for older bridges, complex points, and crossings.
! Preservative treatment as per IS 401 (e.g., creosoting) is essential to protect the timber from termite attack and fungal decay.
! End-binding of sleepers using metal bands or wires is heavily recommended to prevent the timber ends from splitting under traffic loads and weather variations.
Frequently referenced clauses
Cl. 4Species of TimberCl. 5Dimensions and TolerancesCl. 6Prohibited DefectsCl. 7Permississible Defects
Pulled from IS 2440:1990. Browse the full clause & table index below in Tables & Referenced Sections.
timberwoodcreosote

International Equivalents

Similar International Standards
AREMA Manual for Railway Engineering, Chapter 30American Railway Engineering and Maintenance-of-Way Association (AREMA), USA
HighCurrent
Ties
Specifies materials, production, treatment, and inspection of wooden ties (sleepers) for North American railways.
EN 13145:2001+A1:2011European Committee for Standardization (CEN), Europe
HighCurrent
Railway applications - Track - Wood sleepers and bearers
Covers quality requirements for timber and manufacturing of wooden sleepers and bearers for European railways.
UIC Code 863 (9th ed., 2013)International Union of Railways (UIC), International
HighCurrent
Technical specification for the supply of sleepers and bearers made of untreated and treated wood
Provides technical specifications for the supply and acceptance of treated and untreated wooden sleepers.
AS 1085.2-2012Standards Australia, Australia
MediumCurrent
Railway track material, Part 2: Timber sleepers and bearers
Specifies requirements for timber sleepers and bearers for Australian railways, with focus on Australian species.
Key Differences
≠Timber Species: IS 2440 specifies indigenous Indian timber species like Sal, Deodar, and Teak. International standards like AREMA and EN 13145 specify species common to their regions, such as Oak, Beech, Pine, and various North American hardwoods.
≠Sleeper Dimensions: Dimensions in IS 2440 are tailored for Indian track gauges (Broad Gauge: 2750mm, Metre Gauge: 1800mm). International standards specify dimensions for Standard Gauge (1435mm) track, leading to different lengths and cross-sections.
≠Preservative Specifications: While creosote is common, IS 2440 refers to Indian Standard IS 218 for creosote oil. AREMA refers to American Wood Protection Association (AWPA) standards, and EN refers to its own set of standards for preservative types and quality, leading to variations in formulation and purity requirements.
≠Defect Classification and Limits: The terminology and specific quantitative limits for natural wood defects like knots, checks, and splits can differ. For example, AREMA has very detailed criteria for the location and size of splits at the end of a tie.
Key Similarities
≈Mandatory Preservative Treatment: All standards mandate the pressure impregnation of sleepers with a wood preservative (most commonly creosote or a creosote-based solution) to protect against fungal decay and insect attack, ensuring a long service life.
≈Pre-Treatment Seasoning: IS 2440, AREMA, and EN 13145 all require the timber to be properly seasoned (air-dried or kiln-dried) to a specified moisture content before preservative treatment to ensure adequate penetration and retention of the preservative.
≈Control of Grain Slope: All standards impose strict limits on the slope of grain within the sleeper (e.g., typically not steeper than 1 in 15) to ensure the sleeper has adequate bending strength and is not prone to splitting along the grain.
≈Inspection, Branding, and Acceptance: All standards outline comprehensive procedures for the inspection, acceptance/rejection, and marking (branding) of finished sleepers. The brand typically includes the manufacturer, timber species, and year of treatment.
Parameter Comparison
ParameterIS ValueInternationalSource
Slope of Grain (Maximum)Shall not be steeper than 1 in 15.Shall not be steeper than 1 in 15.AREMA Chapter 30
Creosote Retention (Hardwood, e.g., Sal/Oak)~160 kg/m³ (For Group A woods, full-cell process)7 pcf (~112 kg/m³) for Oak (mainline)AREMA Chapter 30
Length of Broad Gauge / Mainline Sleeper2750 mm (+50 mm, -25 mm)8 ft 6 in (2591 mm) or 9 ft (2743 mm)AREMA Chapter 30
Incising RequirementMandatory for refractory timbers like Deodar; not required for easily treatable woods like Sal.Required for all species except those known to have easily treated sapwood and heartwood.AREMA Chapter 30
Permissible Knot Diameter (on top/bottom face)Not to exceed 1/4 of the width of the face.For hardwood, shall not exceed 1/4 of the width of the surface on which it appears.AREMA Chapter 30
Application of Anti-Splitting DevicesRequires suitable anti-splitting devices like bolts, clamps, or metal straps on all hardwood sleepers.Requires application of anti-checking devices (e.g., end plates, S-irons) to hardwood ties.AREMA Chapter 30
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Broad Gauge (BG) sleeper standard dimensions2750 mm x 250 mm x 130 mm
Metre Gauge (MG) sleeper standard dimensions1830 mm x 200 mm x 115 mm
Narrow Gauge (NG) sleeper standard dimensions1525 mm x 150 mm x 115 mm
Permissible wane limitNot exceeding 1/6th of the width or depth

Tables & Referenced Sections

Key Tables
Table 1 - Standard Dimensions of Sleepers for Different Gauges
Table 2 - Permissible Limits of Defects
Key Clauses
Clause 4 - Species of Timber
Clause 5 - Dimensions and Tolerances
Clause 6 - Prohibited Defects
Clause 7 - Permississible Defects

Related Resources on InfraLens

Cross-Referenced Codes
IS 399:1966Classification of Commercial Timbers and Thei...
→
IS 401:2001Code of Practice for Preservation of Timber
→
IS 1141:1993Seasoning of timber- Code of practice
→
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Frequently Asked Questions3

What is the standard size of a Broad Gauge (BG) wooden sleeper?+
The standard size is 2750 mm (length) x 250 mm (width) x 130 mm (depth).
Are all types of wood acceptable for railway sleepers?+
No, only specific naturally durable or treatable timber species classified under IS 399 are permitted.
What defects are strictly prohibited in wooden sleepers?+
Active rot, fungal decay, large dead knots, and cross-grain exceeding permissible limits are completely prohibited.

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