Circulation & Capacity Calculators

Path / Footway Parameters
Subtract for street furniture, bollards, kerb (min 0.5m/side)
Grade >5% reduces speed; >8% requires ramp
Flow Characteristics
Use peak 15-minute flow, not hourly average. Effective width = total − furniture − kerb edge zones. Gradient >5% reduces pedestrian comfort; >8% requires ramp.
LOS –
Effective Width
m
Pedestrian Speed
m/s
Pedestrian Space
/person
Path Capacity
p/min
V/C Ratio
ratio
LOS Reference Table
LOSSpace (/p)Max UWFSpeed (m/s)Description
Effective Width Total Width O O O
Space Dimensions & Type
Trees, kiosks, planters
Occupancy & Event Scenario
Net Usable Area
Space at Peak
/person
V/C at Peak
ratio
Crowd density assessment
Egress within target time
Access point capacity
UK Green Guide — minimum 0.5 /p
Density Benchmarks
UK Green Guide (2008): Min 0.5 m²/p for standing events. <0.25 m²/p = life-threatening crush risk. Egress: 82 p/min/m width (emergency). Design for 8-minute maximum full evacuation.
Infrastructure Type & Dimensions
For two-way/contraflow layouts
Design Standard & Comfort
Design Speed
km/h
Minimum Width Required
m (LTN 1/20)
V/C Ratio
ratio
Journey Time
min
Passing Events/hr
overtakes/hr
Width compliance vs LTN 1/20
LTN 1/20 Grade assessment
Conflict risk (shared path)
Gradient suitability
LTN 1/20 (DfT 2020): Two-way track min 3.0m (preferred 4.0m). One-way min 1.5m (preferred 2.0m). Max gradient 3% ideal, 5% acceptable, >8% uncomfortable. Grade A = suitable for all ages and abilities. Shared paths >3m require segregation at high pedestrian flows.
Crossing Type & Geometry
Signal Timing
Safety & Accessibility Features
Crossing Distance
m
Time to Cross
seconds
Average Waiting Time
seconds
V/C Ratio
ratio
Required Visibility Splay
m minimum
Capacity vs pedestrian demand
Green time adequate to cross
Visibility splay (IHT TD27)
Dropped kerb (BS 8300)
Tactile paving (BS 8300)
Overall DDA / accessibility
BS 8300: Min green time = road_width ÷ 1.2 m/s (slow pedestrian). Dropped kerb ≤6mm flush. Corduroy tactile at top of ramp, blister at kerb. Required visibility splay = vehicle_speed_km/h × 2.4 m (IHT TD27).
Assessment Standard
Path Geometry
Surface & Features
10 /10
Rating
Ramp Gradient Reference
GradientMax LengthRest Platforms
BS 8300:2018 / ADA 2010 key thresholds: path width ≥1.8m; gradient ≤5% recommended (≤8% max with landings); cross-fall ≤2%; overhead ≥2.1m; turning circle ≥1.5m dia.; step ≤0mm preferred (≤13mm ADA); tactile paving; lighting ≥50 lux.
Site Overview
Zone Allocation
Zone Breakdown
Area per Peak Visitor
/person
Seating Required
seats (1 per 8 visitors)
Litter Bins Required
bins (1 per 500)
Comfort / density
Fields in Trust — 10 /child
Green space ratio vs target
Impervious ratio vs target
Fields in Trust (2023): 6 ha/1,000 population outdoor play & sport. WHO: ≥9 m² per resident urban green space within 300m. CABE: 9 m²/resident accessible natural greenspace. Seating: 1 per 8 peak visitors. Cycle stands: 5% of peak visitors.
Route & Environment
Sign Parameters
Route Walk Time
Min Letter Height
Provided Letter H
Sign Spacing
Decision Signs
Reassurance Signs
Total Signs Required
signs
Legibility at viewing distance
Mounting height — DDA compliant
Route within 5-min walk target
RNIB / PAS 1899 / BS 8300: Minimum letter height = viewing_distance_mm ÷ 250 (Calori rule). Overhead signs ≥2.1m clearance. Low-level ≤1.0m. Reassurance signs every 100–200m on straight routes, and at every junction.
Event & Venue
Exit Configuration
External Dispersal
Combined Flow Rate
p/min
Min Width Required
m (per std)
Holding Area per Person
/p
Transport Dispersal Time
minutes
Egress within target time
Minimum exit width compliance
Holding area density
Accessible egress provision
Egress Scenarios
ScenarioFlow (p/min)Egress Time (min)Status
UK Green Guide: target 8-min evacuation. Flow: 82 p/min/m (normal), 55 p/min/m (partial obstruction). NFPA 101: 0.76 m/min/mm door width or 60 occ/m. BS 9999: 60 p/min/m. Refuge area: 1.4×0.9m per wheelchair user per floor level.