1 way

*Based on a saturation flow of 1 cyclist per second per metre of space. For user comfort a lower density is generally desirable.

Table B.4 : Minimum Recommended Horizontal Separation between Carriageway and Cycle Tracks* (extract from Cycle Infrastructure Design manual)

Speed limit (mph)		Desirable minimum horizontal			Absolute minimum horizontal
		separation (m)			separation (m)
30 [approximately 50kph]	0.5			0
40 [approximately 65kph]	1.0			0.5
50 [approximately 80kph]	2.0			1.5
60 [approximately 95kph]	2.5			2.0
70 [approximately 110kph]	3.5			3.0