VBSL Main Sea Link

S. No	Particulars	Unit	Value
1	Design Speed for main line	Km/h	100
2	Width of each carriageway	m	4 x 3.50
3	Width of Median (excluding edge strip & Crash barrier)	m	8.0
4	Width of Shy Distance (edge strip) on median side	m	0.50
5	Camber for Carriageway & Paved Shoulder	%	2.5

Connector/Interchange Ramps

S. No	Particulars	Unit	Value
1	Design Speed	Km/h	70
2	Carriageway Width	m	2 X 3.50 or as required for traffic flows
3	Width of nearside edge strip (slow lane)	m	1.0
4	Width of offside edge strip (fast lane)	m	0.50
5	Maximum Super elevation	%	7.0
6	Maximum Longitudinal Gradient- Up Ramp	%	3.3
7	Maximum Longitudinal Gradient- Down Ramp	%	4.0

Connector/Interchange Loops:

S. No	Particulars	Unit	Value
1	Design Speed	Km/h	40
2	Carriageway Width	m	2 X 3.5 or as required for traffic flows
3	Width of nearside edge strip (slow lane)	m	1.0
4	Width of offside edge strip (fast lane)	m	0.50
5	Maximum Super elevation	%	7.0
6	Maximum Longitudinal Gradient- Up Ramp	%	3.3
7	Maximum Longitudinal Gradient- Down Ramp	%	4.0