Description

Kerb extensions are a localised widening of the footpath at intersections or mid-block, which extend the footpath into and across parking lanes or the road shoulder to the edge of the traffic lane. Kerb extensions are also known as buildouts, outstands or blisters. They reduce the crossing distance for pedestrians. Examples of kerb extensions are shown below.

a photo showing a retrofitted kerb extension comprised of concrete islands

Retrofit kerb extension, Brightwater. (Photo: Jeanette Ward)

an aerial photo shows how kerb extensions support a zebra crossing

Kerb extensions to support a zebra crossing, Christchurch. (Source: Canterbury maps)

When to use

Check whether a kerb extension is a suitable treatment for your site by referring to:

PNG: Crossing selection process

Kerb extensions should also be considered to support other crossing types to minimise the crossing distance.

Benefits

  • Reduces crossing distance and therefore crossing time.
  • Improves safety of pedestrians because they are more visible to oncoming drivers and can view approaching traffic better.
  • Creates space for pedestrians to wait without blocking others walking past.
  • Physically prevents drivers from parking and blocking the crossing point.
  • Can help to slow vehicle speeds by narrowing the road.

Implications

  • Does not give pedestrians priority so can be less suitable for some pedestrian user groups.
  • Can cause issues for cyclists particularly on narrower roads.
  • Can create an obstruction that may be struck by cyclists and vehicles.
  • Where the kerb alignment is being altered they can create drainage issues and places where rubbish can accumulate (‘stick on’ extensions could overcome this if designed well).

Recommended parameters

  • Primary Safe System treatment if operating speeds are below 30km/h. Supporting treatment if operating speeds above 30km/h[1]
  • Should be a supporting treatment for other crossing types and aids to reduce the crossing distance.
  • Operating speed 50km/h or less.
  • Only appropriate on their own for low pedestrian demands and traffic volumes less than about 7500vpd.

The Crossing aids and pedestrian delay section discusses the effect of kerb extensions on pedestrian delay compared with other treatments.

PNG: Crossing aids and pedestrian delay

Kerb extensions on their own are most beneficial on roads with flows less than 500 vehicles per hour. They should also be used to support

Do not use where any part of the kerb extension would protrude into a lane used by moving traffic or leave insufficient space for safe cycling.

Legal considerations

An RCA may provide a kerb extension to guide a pedestrian to a place at which to cross a roadway (TCD Rule, 8.8(4)) and the device must convey a clear and consistent message to road users (TCD Rule, 8.8(5)).

On its own, a kerb extension does not require a driver to stop their vehicle while a pedestrian crosses the roadway (TCD Rule, 8.1(2)).

Land Transport Rule: Traffic Control Devices 2004

Design considerations

Access to the crossing point on the kerb extension should be provided by kerb crossings installed partly or wholly within the kerb extensions. It is important to ensure sufficient width for cyclists past the kerb extension. Landscaping and street furniture must not obscure visibility for pedestrians or drivers, particularly on the upstream side, at any time of the year. A kerb extension can be co-located at a residential driveway to minimise on-street parking loss. Consider whether on-street parking spaces should be marked, and/or no stopping lines included around the kerb extensions to ensure vehicle parking occurs away from the crossing aid.

PNG: Landscaping at crossings

PNG: Street furniture

Design elements

Kerb extensions should comply with the general dimensions in the table and figure below.

Table: Kerb extension design elements

Element

Requirement

Additional information

Extension depth

0m to 7m, typically 2m to 4m

Ensure the depth does not create a pinchpoint for cyclists by providing adequate lane widths. Further information on lane widths with and without cycle lanes is provided in the Cycling Network Guidance and here.

Cycling Network Guidance: Mixed traffic lanes

Extension length

At least 3m

The length should be based on the potential number of pedestrians waiting to cross, so it is also affected by the extension depth.

Approach length

2m to 5m

 

Departure length

2m to 8m

 

Curve radii

0.5m to 6.5m, typically above 5m (concave)

Above 5m facilitates mechanical street sweeping.

 0.5 to 5m, typically above 2m (convex)

Lighting

In accordance with AS/NZS 1158.3.1: 2020[2]

Further information is provided in
PNG: Street lighting

Signs and roadway markings

Width markers on upstream approaches

It is advisable to paint the kerbs with white or reflective paint. Parking controls and no stopping markings may be required.

Tactile indicators

Warning indicators required. Directional indicators required unless crossing is on the accessible path of travel

Further information is provided in
PNG: Designing for blind and low vision people

Over-dimension routes

Provide a clear width of at least 10m

Further information is provided in
PNG: Requirements for other road users

a figure showing a mid block kerb extension and crossing point with tactile indicators and dimensions

Example of a mid-block kerb extension. (TCD Manual Part 5 Figure 7‑1)

Note the curve radius of the figure above is dimensioned so street sweeper trucks are able to clean the kerb and channel.

References

[1] Corben, B. (2020). Integrating Safe System with Movement and Place for Vulnerable Road Users(external link), Austroads, AP-R611-20, p19

[2] AS/NZS 1158.3.1:2020(external link) Lighting for roads and public spaces Part 3.1: Pedestrian area (Category P) lighting – Performance and design requirements