Hi all, long time lurker 1st time poster...
I see that MCB-ODs are not suitable for level crossings where there is very high pedestrian usage (11201/Mod X01, section 8.1.4).
Does anyone know how "very high" would be assessed? Is it relative to the number of vehicles using the crossing, or an absolute number? And might it also depend on how busy the line is?
Thanks
I see that MCB-ODs are not suitable for level crossings where there is very high pedestrian usage (11201/Mod X01, section 8.1.4).
Does anyone know how "very high" would be assessed? Is it relative to the number of vehicles using the crossing, or an absolute number? And might it also depend on how busy the line is?
Thanks