60E1 Railway Rail Specifications

60E1 is a flat-bottom railway rail profile defined by its cross-sectional geometry and technical requirements. The profile is commonly associated with the designation UIC 60 and is covered by EN 13674-1, the European standard for vignole railway rails weighing 46 kg/m and above.

The designation 60E1 identifies a specific rail profile; it does not, by itself, specify the steel grade, rail length, heat treatment or every requirement for a particular project.

Rail profile: 60E1

Applicable standard: EN 13674-1, including the required edition

Steel grade: As specified by the railway project

Rail length: Required length per piece

Dimensional and straightness classes: As required by the purchase specification

Rail ends: Drilled or undrilled, as applicable

Inspection documents: Material test certificate and required inspection records

60E1 Railway Rail Profile and Main Cross-Section Dimensions

The dimensions of 60E1 rail determine its cross-sectional geometry and are important when checking compatibility with the specified rail fastening system, sleepers, track components and engineering drawings.

The nominal dimensions must be checked against the specified 60E1 profile, rather than estimated from the rail's weight or appearance.

Main Dimensional Parameters

60E1 Rail Weight

The theoretical mass of 60E1 rail is 60.21 kg per meter. This value can be used to estimate the total rail mass for transport planning and preliminary project calculations.

The calculation is:

Total theoretical mass = Unit mass × Rail length × Number of rails

For example, an order for 100 rails, each 12 meters long, has a total rail length of 1,200 meters.

Dimensional Tolerances and Straightness

Nominal dimensions are not the only criteria for rail acceptance. The applicable standard and purchase specification may also define dimensional tolerances, profile requirements and straightness classes.

Before placing an order, buyers should confirm:

Profile dimensions and applicable tolerances

Rail straightness requirements

Rail length tolerances

Surface and end-face condition

Requirements for drilled or undrilled rail ends

For projects requiring detailed technical approval, request an approved dimensional drawing and the relevant inspection criteria.

The rail profile and the steel grade are two separate specification items. A 60E1 rail designation defines the profile, while the steel grade establishes the applicable material requirements.

The required grade depends on the railway authority's specification, traffic conditions, wear requirements and other project-specific factors.

Common Steel Grades

The EN 13674-1 framework includes several rail steel grades. Examples found in relevant standard editions and manufacturer product ranges include:

How to Select a Steel Grade for 60E1 Rail

When selecting a grade, buyers should consider the operating environment and the requirements of the railway project.

Important factors include:

Traffic volume and axle loads

Operating speed and service conditions

Rail head wear requirements

Curve radius and contact conditions

Maintenance strategy and expected service life

Applicable railway authority specifications

Higher hardness or a higher grade designation should not automatically be treated as the best choice for every project. The selected grade must meet the project's technical requirements and be approved by the responsible engineering team.

Rail Steel Quality Control and Hardness Testing

60E1 is used in railway track systems where its profile and material properties meet the engineering design requirements. The suitability of a particular 60E1 rail depends on the complete track design, specified steel grade, fastening arrangement and operating conditions.

A rail profile should not be selected on the basis of unit weight alone. Confirm the profile, steel grade and fastening compatibility against the engineering documents for the intended track system.

60E1-Type Flat-Bottom Rail in Railway Track Infrastructure

Different rail profiles can have similar weights or appearances while having different dimensions and technical requirements. Buyers should compare the full profile designation and applicable standard before considering an alternative.

60E1 vs. 54E1

60E1 and 54E1 are European rail profiles associated with EN 13674-1. They differ in height, width, cross-sectional area and theoretical mass.

The greater height and mass of 60E1 do not, by themselves, establish that it is a suitable replacement for 54E1. Track design, fastening components, rail-seat geometry and project approval must also be considered.

60E1 vs. 50E2

Although 60E1 and 50E2 are both flat-bottom rail profiles, their nominal dimensions and masses differ.

60E1 and 50E2 should not be considered interchangeable simply because both are flat-bottom rails. Buyers must check the engineering design, applicable standards, fastening system and railway authority requirements.

Ask Our Team to Review Your Rail Specifications

Rail length and end configuration should be stated clearly in the purchase inquiry. The available lengths depend on the manufacturer's production range, order requirements and logistics arrangements.

Rail Lengths

The required length should be specified in the inquiry or purchase order. Depending on the project and supply arrangement, rails may be ordered in standard production lengths or other agreed lengths.

For longer rails, buyers should consider transport restrictions, unloading arrangements and the installation method. Do not assume a particular length is available without confirmation from the supplier.

Rail Marking and Traceability

Rail identification requirements help buyers verify that the supplied material corresponds to the order and applicable specification.

Where required, confirm the marking format, location and information to be included, along with the relationship between rail markings and the material documentation.

Drilled and Undrilled Rail Ends

60E1 rails may be specified with undrilled ends or with drilled holes where required by the project design.

For drilled rails, buyers should provide or approve the relevant details, including:

Number of holes at each end

Hole diameter

Hole spacing and position

Distance from the rail end

Applicable drawing and tolerances

60E1 Rail End Options: Undrilled and Drilled Configurations

A clear technical inquiry helps the supplier confirm the product, review availability and prepare a quotation that matches the project requirements.

Buyer Specification Checklist

Technical Approval Before Ordering

For projects requiring engineering approval, the buyer should review the proposed rail datasheet and technical drawing before confirming the order.

The review should establish that the profile, steel grade, dimensions, tolerances and end configuration meet the specified requirements. Any deviations should be identified and approved before supply.

A complete inquiry should define both the rail profile and the required steel grade.