Cycling England

B02 Road Crossings Side Roads

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

Maintaining the continuity of cycle tracks is important if they are to provide an attractive alternative to being on road. Consideration should be given to the use of cycle priority crossings where they cross minor roads where daily traffic flows are below 2000 vehicles per day.

European experience suggests that where the cycle track is used solely by cyclists travelling in the same direction as vehicles on the adjacent traffic lane, returning cyclists to the carriageway before side road junctions can also be an effective solution.

B06 Flush Kerbs

Publisher: 
Cycling England
Publication date: 
January 2011
Abstract: 

FLUSH kerbs, i.e. with no upstand between abutting surfaces, should be provided at all transition points, with channel blocks and increased drainage provision used if necessary. Flush kerbs at crossings should be wide enough to allow cyclists to turn on/off the carriageway without the need to pull out into the path of vehicles going in the same direction.

C11 Cyclists And Junctions

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

All junction designs should seek to give priority to cyclists where practicable, and minimise delay and maximise cyclists’ safety and comfort in all cases (see also A08 Signal Controlled Junctions and A13 Roundabouts).

A14 Corner Radii

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

The minimum radius of curvature for the path followed by cyclists using the road should be 6m. Where cyclists need to turn sharply (e.g. when leaving the carriageway at a cycle gap) this may be reduced to 4m.

A06 Contra Flow Cycling

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

Two-way cycling should be the default option where it is proposed to introduce one-way working for general traffic.

B09 Obstruction Of Cycle Track Accesses

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

Where cycle tracks emerge onto the carriageway, suitable arrangements should be put in place to prevent parked vehicles obstructing access and to ensure adequate visibility (e.g. “Keep Clear” road markings, double yellow lines etc.) (see also A14 Corner Radii, B04 Junction and Forward Visibility and B05 Footway Crossings).

C10 Lighting

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

Off-road routes which cyclists are encouraged to use after dark should be lit. Note: Even lit facilities remote from passive surveillance are unlikely to be used and a lit on-road alternative should be identified. Consider the provision of floodlighting where cycle routes cross roads.

B05 Footway Crossings And Tactile Paving

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

Where cycle tracks cross footways to reach the carriageway, blind and partially sighted pedestrians should be warned by means of corduroy paving. Ladder tactile paving should not be placed in the path of a turning cyclist. The length of ladder paving should be kept to a minimum (800mm) wherever possible (see also B06 Flush Kerbs and B07 Cycle Track Junctions).

B08 Access And Speed Controls

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

There should be a presumption against the use of any access barriers on a cycle track/shared-use path until/unless there is a proven need because of the difficulties they can cause all users. Where it is necessary to reduce the speed of cyclists, 2 rows of staggered bollards are preferred (see also A14 Corner Radii, B04 Junction and Forward Visibility, B05 Footway Crossings and B07 Cycle Track Junctions).

A04 Clear Space

Publisher: 
Cycling England
Publication date: 
August 2008
Abstract: 

Carriageway profiles (especially those at pinch points created by build-outs and refuges) should be chosen to create adequate space for cyclists to be passed by other roads users in safety and comfort.

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