swt_passenger
Veteran Member
- Joined
- 7 Apr 2010
- Messages
- 31,409
How do they compare with the rail group standard rules for a new single sided platform?Couldn't they have reduced the costs by making the platforms narrower? I don't think I have seen such narrow platforms at a station with high speed trains passing.
AIUI from memory (of other discussions) the requirement is for a 2.4m usable width up to 100 mph, 3.0m usable width above 100 mph.
The planning drawings have the overall width to the edge of the railing’s concrete support as 3.5m, with the 3.0m clearance between coping edge and lamp posts. All the shelters, waiting rooms and lift/footbridge areas are set further back.
My conclusion, given the 85 mph line speed, is that yes they could actually have been narrower...