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Movement

3.4.9 Cycle infrastructure requirements

MUST

The level of cycle infrastructure required is based on the speed and traffic volume of the street. Street design must meet the requirements set out in Active Travel England's Rural Design Guidance. copied below. This replaces Figure 4.1 of LTN 1/20.

All streets with a design speed of 30mph or above must include segregated cycle lanes.

ATE Rural Design Guidance Table 4-3: Appropriate protection from motor traffic on highways
Appropriate protection from motor traffic on highways (Credit: ATE Rural Design Guidance).
MUST

New one-way streets must allow contraflow cycling, except where there is separate cycle provision such as segregated cycle lanes. The minimum one-way street width for contraflow must be 4.0m

On-street cycling, Northgate Street, Chester image
Contraflow cycle lane, Northgate Street, Chester.
SHOULD

Segregated cycle lanes

Where traffic speeds and volumes mean cycling in mixed traffic conditions is unsafe, provision of segregated cycle infrastructure, protected from motor traffic, is required. The Council promotes two types of segregation:

  • Full height kerb - These should normally be designed at carriageway level, with full height kerb separation on both sides and a raised buffer between the track and the carriageway.
  • Stepped cycle track - These should be set between pavement level and carriageway level, separated by low kerb). A buffer zone will be added to the width of the cycle track when along side parking or the carriageway.
SHOULD

Shared cycle and pedestrian routes should not be used in built up areas. However, where they are necessary, they must be a minimum of 4.0m wide and include an upstand to physically separate the two modes.

Chapelton cycling (Credit - Andy Cameron) image
Streets must be designed so that they are safe for cyclists e.g. Chapeltown, Aberdeenshire (Credit: Andy Cameron).
Cycle route, Helsby image
An example of cycle lane with cycle segregation, Helsby.

Cycle Lane Design

The following rules set out the minimum widths of cycle lanes and tracks.

MUST

Cycle infrastructure shall be designed in accordance with Table 5-2 of LTN 1/20. One-way protected cycle tracks shall be 2.0m-2.5m wide and two-way protected cycle tracks shall be 3.0m-4.0m wide, depending on forecast cycle flows. Absolute minimum widths must only be used in specific stretches or pinch points where site constraints have been demonstrated.

Table showing minimum cycle lane and cycle track widths from LTN 1/20 based on route type, direction and peak-hour cycle flows.
MUST

Full height kerbs for segregated tracks should be between 75mm - 125mm.

MUST

Low kerbs separating stepped cycle tracks must be between 25mm - 75mm and must be splayed (angled) in profile.

MUST

The following buffer widths must apply when:

0mm - Alongside verges and footways

500mm - Alongside parking spaces

1,500mm - Alongside accessible parking spaces

500mm - Alongside the carriageway, up to 30mph

1,000mm - Alongside the carriageway, up to 40mph

SHOULD

Buffer zones, including grass verges, on full‑height cycle tracks should be laid in a different material, such as block paving, to visually narrow the cycle track.