Forskjell mellom versjoner av «Overbygning/Planoverganger»
| [ukontrollert revisjon] | [ukontrollert revisjon] |
(→Level crossings for heavy traffic) |
(→Level crossings for normal traffic) |
||
| Linje 21: | Linje 21: | ||
min 125 ton axle load | min 125 ton axle load | ||
| − | == Level crossings for normal traffic == | + | == Level crossings for heavy and normal traffic == |
== Level crossings for light traffic == | == Level crossings for light traffic == | ||
Revisjonen fra 28. jan. 2015 kl. 12:27
UNDER UTARBEIDELSE
Innhold
[skjul]1 Scope
2 Functional requirements
2.1 Permissible speed
2.2 Resistance against longitudinal displacements
2.3 Maintanability
2.4 Availability for track inspection
2.5 Drainage
3 Design loads
3.1 Level crossings for freigth terminals
min 125 ton axle load
