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GCRT5112 Iss 2

Rail Traffic Loading Requirements for the Design of Railway Structures

Synopsis

This document sets out the minimum rail traffic loading requirements to be considered in the design of new, reconstructed, altered, and temporary railway structures.
Read full standard
Registered
Withdrawn
Railway Group Standard
Issued:
01/12/2008
Published:
06/12/2008
In Force:
07/02/2009
Withdrawn:
07/03/2015

Details

Under Consultation Closed
Vehicle Assessment No
Supersedes GCRT5112 Iss 1, GCRC5510 Iss 2
Superseded By GCGN5612 Iss 1
Lead Committee Infrastructure - INS
Supporting Committee Energy - ENE; Rolling Stock - RST
Briefing Notes 08 BN39; 14 BN21
Impact Assessments
Registered
08 IA01; 14 IA23
Supporting Documents GCGN5612 Iss 1
Deviations
Registered
10-113-DGN

Kings Cross Station – New Footbridge

10-235-TNC

Pedestrian footbridge for access to/ from the new Platform 2 at Blackfriars

11-195-DGN

North face of the new West Hampstead Thameslink Station - piled foundation.

11-147-DGN

Edinburgh Waverley Station; Platforms 8 and 9 Market Street Footbridge Support Columns; Design of Structures to Resist Collision Loads

12-195-DGN

Limehouse Station Platform 2 – loading on lift shaft.

14-001-DEV

Bridge 110 in Tanners Hill area – Design for collision loading.

14-153-DEV

Bottesford Station – Installation of footbridge to enable removal of a foot crossing, bridge support on Platform 1.

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