Parameter |
Proposed Standard |
---|---|
Track gauge |
Standard Gauge (1.435 m) |
Single track or Double track |
Single track |
Speed (freight) |
100kph for containerized freight |
Speed (passengers) |
120 kph for passengers |
Permanent speed restrictions |
None except under exceptional circumstances of sharp curvature |
Axle loading |
25t |
Trailing load |
4000tonnes per train |
Structure Gauge |
Chinese structure gauge for double track and double stack well wagons and double-decker passenger coaches and overhead 25 kV 50 Hz electrification |
Crossing loops |
880 m long spaced not more than 20 km |
Gradient |
1.20% maximum |
Horizontal curvature |
1,200 m radius |
Vertical curvature |
10,000 m radius maximum |
Rails |
50 kg/m (100 lbs/yd) continuously welded |
Sleepers |
Pre-stressed Monoblock concrete at density of 1,667/km i.e. spacing of 600mm |
Rail fastenings |
Elastic |
Ballast |
Crushed rock at least 300 mm thick |
Sub-ballast |
Compacted gravel at least 200 mm thick |
Main line turnouts |
50 kg/m rail suitable for 100 kph on concrete bearers, maximum angle 1-in-16 |
Traction |
Overhead AC Electric traction |
Freight stock |
Double-stack well wagons with 80t payload |
Passenger stock |
Double-decker passenger coaches |
Signaling |
automatic |
Level crossings |
None |
Fencing of railway corridor (reserve) |
Preferably along entire corridor. However, to reduce investment cost, initially fencing to be used in only urban (and other densely populated) areas and reinforced concrete boundary markers elsewhere. |
Return period for drainage structures |
300, 100 and 50 years for major, medium and minor structures respectively |