Notes on Roadway Characteristics and Sight Distance
Roadway Characteristics
- Sight Distance: The length of roadway a driver can see ahead at any time.
- Critical for making evasive maneuvers after observing an object in the path.
Types of Sight Distance
- Passing Sight Distance (PSD): Minimum sight distance needed for safe passing maneuvers.
- Stopping Sight Distance (SSD): Minimum sight distance required to stop a vehicle safely after seeing an object in its path.
- Decision Sight Distance (DSD): Needed when the driver must react to unexpected stimuli.
Passing Sight Distance
- Also referred to as overtaking sight distance.
- Components of PSD:
- d₁: Distance traversed during perception-reaction time and initial acceleration.
- d₂: Distance travelled while occupying the left lane during passing.
- d₃: Distance from the end of the maneuver to the opposing vehicle.
- d₄: Distance traversed by the opposing vehicle during the passing maneuver.
- Calculation:
PSD=d1+d2+d3+d4
Factors Impacting Passing Sight Distance
- Speed and position of the passing vehicle.
- Speed and position of the vehicle being passed.
- Speed and position of opposing vehicles.
Road Design Implications
- Safe stopping distances must be adhered to all points along the road alignment.
- No passing zones should be established when adequate passing distances cannot be maintained.
- Avoid frequent changes in speed limits to reduce sight distance requirements.
AASHTO Recommendations for Passing Sight Distance
| Design Speed (MPH) | Minimum Passing Sight Distance (Feet) |
|---|
| 30 | 3000 |
| 40 | 2500 |
| 50 | 2000 |
| 60 | 1500 |
| 70 | 1000 |
| 80 | 500 |
Stopping Sight Distance
- Required to stop after perception of an object in the path.
- Longer than merely braking distance due to the perception-reaction time included.
- Components of SSD:
- Reaction Distance: Distance travelled during perception-reaction time.
- Braking Distance: Distance travelled while braking until the vehicle stops.
Table of Stopping Sight Distances on Level Roads
| Design Speed (km/h) | Brake Reaction Distance (m) | Braking Distance (m) |
|---|
| 24 | 16.53 | 6.48 |
| 32 | 22.05 | 11.52 |
| 40 | 27.57 | 18 |
| 48 | 33.09 | 25.92 |
| 56 | 38.58 | 35.28 |
| 64 | 44.1 | 46.08 |
| 72 | 49.62 | 58.32 |
| 80 | 55.14 | 72 |
Example
- A motorist traveling at 88 km/h sees an obstacle and stops 9 m from it. The initial distance when he observed the crash can be calculated using the stopping distance equation and affects on perception-reaction time.
Decision Sight Distance
- Defined by AASHTO for situations where unexpected stimuli are present.
- Longer than SSD due to the need for longer perception-reaction times in complex environments.
- The sight distance is affected by the type of maneuver required and the road's location (urban vs. rural).
Table of Decision Sight Distances for Different Maneuvers
| Design Speed (km/h) | A (Stop on Rural) | B (Stop on Urban) | C (Path Change on Rural) | D (Path Change on Suburban) | E (Path Change on Urban) |
|---|
| 48 | 147 m | 135 m | 160.5 m | 186 m | - |
| 56 | 177 m | 157.5 m | 187.5 m | 216 m | - |
| 64 | 207 m | 180 m | 214.5 m | 247.5 m | - |
| 72 | 240 m | 202.5 m | 240 m | 279 m | - |
Key Considerations for Drivers and Vehicles
- Discuss characteristics related to driver vision, including static and dynamic characteristics of vehicles for highway design.
- Differentiate between passing, stopping, and decision sight distances to understand their unique roles in roadway design and safety.