Transport, Highways and Parking

Pedestrian audits and crossing provision evidence

7 min readBy PlanScope Editorial Team

An audit that produces a located, priced schedule of defects and remedies is evidence. A page of photographs is not. How to choose routes, score them and link findings to mitigation.

A pedestrian audit for a planning application is evidence, and most of them are not. A page of photographs with a paragraph saying the site is well connected to local facilities tells a highway officer nothing they can act on. An audit that scores each link and each crossing against stated parameters, locates every defect, and prices the fix is a document they can use to justify a contribution or a section 278 scope.

The difference is whether the audit produces a schedule.

What a pedestrian audit records

The audit is a structured assessment of the walking environment between the site and the destinations its occupiers will use. The established UK methodologies, usually described as pedestrian environment reviews, score each element of a route against a set of parameters on a simple numerical scale, with a negative score meaning the element falls below an acceptable standard.

The parameters vary between methods and the substance is consistent:

  • Effective footway width, measured clear of poles, signs, bins, planters and the swept area of parked cars rather than from kerb to boundary.
  • Surface condition, including trip hazards, ponding and the state of reinstatements.
  • Gradient along the route and cross-fall across it.
  • Crossing provision at every side road and carriageway, including dropped kerbs, tactile paving and the presence or absence of a formal crossing.
  • Personal security, covering lighting, natural surveillance, enclosure and alternative routes.
  • Legibility, meaning whether a stranger can find the route.
  • Severance, meaning traffic speed, flow and heavy vehicle share on the roads to be crossed.

Record each against a location. A defect without a position cannot be designed out.

Choosing the routes and the extent

Start from desire lines rather than from the highway network. Identify the destinations the development's occupiers will walk to: the primary school, the secondary school, the local shops, the nearest bus stops in each direction, the health centre, the employment areas, the open space.

Then set the extent. Commonly cited benchmarks put a walkable neighbourhood at around 800 m, or roughly ten minutes walking, to local facilities, with bus stops expected rather closer. National design guidance uses figures of that order, and the local plan or the highway authority's own standards may set different ones, so check both.

Audit two routes to each destination where they differ: the shortest practicable route, and the route people will actually take. Those diverge whenever the short route involves a desire line across a verge, an unlit alley or an uncontrolled crossing of a busy road. Auditing only the designed route produces a flattering result and an incomplete mitigation list.

Walk it at the times people will. The route to a secondary school matters at 08:15. The route from a bus stop matters at 23:00, and lighting and enclosure score very differently after dark.

Scoring, and what to do with the scores

A score on its own persuades nobody. What persuades is the pairing of a score with a defect and a remedy.

So structure the output as three documents. A route plan showing each audited section colour-coded by score, so the pattern is visible at a glance. A schedule listing every negative score with its location, the parameter it failed, a photograph reference and a proposed remedy. And a summary table setting out which remedies are deliverable within the public highway, which need third party land, and which are maintenance items the authority should be doing anyway.

That last distinction decides who pays. A broken footway slab and a missing dropped kerb on an existing route are maintenance liabilities, and a contribution towards them fails the test that an obligation must be necessary to make the development acceptable. A new crossing needed because of the trips your development generates does not.

Confirm the highway extent before proposing anything, because a remedy on land that turns out to be unadopted verge in private ownership is not a remedy. The note on checking the extent of the public highway sets out how.

Linking the audit to mitigation

Work from the least costly and most certain to the most expensive and least certain.

  1. Street clutter removal, vegetation cutting back and reinstatement of worn surfaces, which recover effective width at low cost.
  2. Dropped kerbs and tactile paving at side roads and informal crossing points, which are small items with a large accessibility effect.
  3. Lighting upgrades along the audited routes, specified against the relevant lighting class rather than as a general improvement.
  4. Footway widening where the carriageway can give up width, usually at the same time as a speed-reducing measure.
  5. Continuous footway treatments or raised tables across side roads, which give pedestrians priority at the points where most conflicts occur.
  6. A new or upgraded formal crossing, which is the largest item and the one that needs the most justification.

Cost each item. The highway authority can give you current rates, and an audit that proposes measures without costs leaves the section 106 negotiation to be conducted on guesswork.

Contributions towards a controlled crossing

A formal crossing is the item most often sought and most often contested. Many highway authorities still screen crossing requests with a calculation combining pedestrian flow and vehicle flow, and set a threshold below which they will not install one. Ask for the authority's threshold and its current methodology, then collect counts that address it, at the location and in the periods the method requires.

The crossing type follows from the audit rather than from preference. A refuge island suits a wide carriageway with gaps in the traffic. A zebra suits a two-lane road with moderate speeds. A signal-controlled crossing suits higher flows and higher speeds, and costs considerably more. The pedestrian crossings regulations and general directions govern the layout, markings and signing of the formal types, and the authority must consult the police before installing certain crossings.

Where a contribution is sought, the obligation has to satisfy the tests in regulation 122 of the Community Infrastructure Levy Regulations 2010: necessary, directly related, and fairly and reasonably related in scale and kind. A development generating 60 two-way pedestrian trips across a road that already carries 400 crossings an hour contributes proportionately rather than wholly, and the audit is where that proportion is evidenced.

Where the crossing is delivered as part of your works rather than by contribution, it goes into the section 278 agreement, and the bond calculation follows the logic described in the note on section 278 bonds.

Inclusive mobility and the details that fail

National accessibility guidance is where the dimensions come from, and three of them account for most audit failures.

Clear footway width. The guidance points to 2 m as a minimum clear width, with narrower sections acceptable only over short lengths and with passing opportunities. Measure the clear width, not the footway width.

Dropped kerbs. A kerb upstand at a crossing point needs to be flush, within a few millimetres, and a 25 mm upstand that looks acceptable to a walking adult stops a wheelchair.

Cross-fall. A cross-fall steeper than 1 in 50 makes a footway hard to use in a wheelchair and is frequently created by vehicle crossovers across the footway, which is an argument for fewer and wider accesses rather than one per plot.

Tactile paving at crossing points has to be the correct type, correctly laid and correctly aligned, and audits routinely find the right material in the wrong pattern.

Presenting it so the officer can use it

Put the audit in an appendix to the Transport Assessment and the conclusions in the body, with the schedule cross-referenced to a drawing. Three things make it usable.

A single drawing showing the audited routes, the destinations, the defects and the proposed measures, at a scale that can be read on a screen.

A schedule in a table with one row per measure: location, defect, proposed measure, estimated cost, deliverability, and whether it is proposed as a section 278 item, a contribution or a maintenance matter for the authority.

And a short statement of the audit method, the dates and times of the surveys, who carried them out, and the weather. An audit without that cannot be relied on, and a reviewer who cannot see when it was done will assume it was done once on a dry Tuesday afternoon.

For major schemes above the published thresholds, including residential development of 150 or more units, Active Travel England is a statutory consultee, and its interest is in the quality of the walking and cycling routes rather than the capacity of the junctions. Write the audit for that reader as well, and keep the mitigation consistent with the measures committed in the Travel Plan.

This is general guidance, not legal advice. Check the position with your local planning authority or a qualified professional before relying on it. To see which transport documents your scheme is likely to need, enter your postcode on PlanScope. PlanScope provides AI-assisted draft reports for planning applications. Reports should be reviewed before submission. We do not guarantee planning approval.

Frequently asked questions

What should a pedestrian audit measure?

Effective footway width clear of obstructions, surface condition, gradient and cross-fall, crossing provision at every side road and carriageway, personal security including lighting and enclosure, legibility of the route, and severance from traffic speed, flow and heavy vehicle share. Every finding needs a recorded location, because a defect without a position cannot be designed out.

Which routes should be audited?

Start from desire lines to the destinations occupiers will walk to, then audit both the shortest practicable route and the route people will actually take, because those diverge wherever the short route crosses a verge or an unlit alley. Walk them at the times they will be used, including after dark.

How is a crossing contribution justified?

Against the highway authority's own screening method, which for many authorities still combines pedestrian and vehicle flows against a threshold. Ask for the method and the threshold, then survey to address it. The obligation must also satisfy regulation 122 of the Community Infrastructure Levy Regulations 2010, so the contribution is proportionate rather than whole.

Who pays for repairs to an existing footway?

Generally the highway authority, as a maintenance liability. A contribution towards fixing broken paving or a missing dropped kerb on an existing route struggles against the test that an obligation must be necessary to make the development acceptable. Separate maintenance items from development-generated needs explicitly in the schedule.

What footway width does guidance expect?

National accessibility guidance points to 2 m as a minimum clear width, with narrower sections acceptable only over short lengths and with passing opportunities. Measure clear width rather than footway width. Cross-fall steeper than 1 in 50 and kerb upstands at crossing points above a few millimetres are the other common failures.

Sources and further reading

pedestrian auditcrossingstransport assessmentinclusive mobilitysection 106

This article is general guidance about the planning system in England and, where stated, the rest of the UK. It is not legal or professional advice. Check your local planning authority’s validation requirements and take professional advice for your specific site.

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