Urban Junction Design
Corner Radius Selection for Safety & Efficiency
flowchart TD
A["""Design Vehicle
Selection
Step"""] --> B{"""Vehicle Type
Classification"""}
B --> C1["""Speed Control Vehicle
Passenger Car
Controls turning speed
at corners"""]
B --> C2["""Design Vehicle
City Bus, WB-12 Truck
Regular users
Determines lane width
and turning path"""]
B --> C3["""Control Vehicle
Fire Truck, WB-33 DM
Occasional users
Allowed to encroach
over curbs/lanes"""]
B --> C4["""Non-Motorised Users
Cyclists, Pedestrians
Require safe, continuous
protected routes"""]
C1 --> D["""Corner Radius
Design Process"""]
C2 --> D
C3 --> D
C4 --> D
D --> E{"""Corner Radius
Size Decision"""}
E --> F1["""Smaller Radius
→ Slower turning speeds
→ Shorter pedestrian crossing
→ Higher pedestrian safety
→ Better cyclist alignment"""]
E --> F2["""Larger Radius
→ Faster turning speeds
→ Longer pedestrian crossing
→ Lower pedestrian safety
→ Forces wide cyclist swings"""]
F1 --> H["""Recommended
Corner Radii
by Context"""]
F2 --> H
H --> I1["""Low-Density
Residential
5 m radius
7.5 m max for large vehicles
Prioritizes safety"""]
H --> I2["""City / Town
Commercial Areas
7.5 m radius
Balanced design
for buses and safety"""]
I1 --> J["""Ensure 6 m
effective travel width
Avoid refuge islands
in tight corners"""]
I2 --> J
J --> K["""Final Outcome
Safe, Efficient
Balanced Junction
Geometry"""]
style F1 fill:#d4edda,stroke:#28a745,strokeWidth:2px
style F2 fill:#f8d7da,stroke:#dc3545,strokeWidth:2px
style K fill:#d4edda,stroke:#28a745,strokeWidth:3px,color:#155724
1. Vehicle Hierarchy in Junction Design
All vehicle types influence corner design, but with distinct roles:
| Vehicle Type | Role in Design |
|---|---|
| Speed Control Vehicle Passenger Car |
Sets maximum safe turning speed at corners |
| Design Vehicle City Bus, WB-12 Truck |
Determines minimum lane width and turning path geometry |
| Control Vehicle Fire Truck, WB-33 DM |
Allowed to encroach over curbs or lanes — do not oversize for them |
| Non-Motorised Users Cyclists, Pedestrians |
Must have continuous, protected routes — priority in radius choice |
2. Corner Radius Trade-Off
| Impact | Smaller Radius | Larger Radius |
|---|---|---|
| Turning Speed | ↓ Slower | ↑ Faster |
| Pedestrian Crossing Distance | ↓ Shorter | ↑ Longer |
| Pedestrian Safety | ↑ Higher | ↓ Lower |
| Cyclist Comfort | ↑ Better path alignment | ↓ Forced wide swings |
Design Principle: Use the passenger car to control speed, not the fire truck. Let large vehicles encroach — do not widen corners for them.
3. Recommended Corner Radii
| Context | Recommended Radius | Design Notes |
|---|---|---|
| Low-Density Residential | 5 m 7.5 m max for large vehicles |
Prioritizes pedestrian safety Discourages high-speed turns |
| City / Town / Commercial | 7.5 m | Balanced design for buses Maintains safety with moderate speeds |
Lane & Island Rule: Always ensure 6 m effective travel width for design vehicle.
Avoid refuge islands in tight corners — they complicate turning paths.
Avoid refuge islands in tight corners — they complicate turning paths.
Final Design Outcome:
Safe, Efficient, Balanced Junction Geometry
Safe, Efficient, Balanced Junction Geometry
Key Takeaways for Urban Planners & Engineers
- Prioritize pedestrian safety with smaller radii where possible
- Use passenger cars to control speed, not emergency or freight vehicles
- Allow larger vehicles to encroach instead of oversizing corners
- Balance needs of regular users (buses) vs. occasional users (fire trucks)
- Integrate cyclist and pedestrian routes from the conceptual stage
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