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Withdrawn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- Withdrawn: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
| Consultation Status | 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| Superseded By | GCGN5612 Iss 1 |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. |