Related Experiment Video
Updated: Apr 17, 2026

Evaluating the Effect of Roadside Parking on a Dual-Direction Urban Street
Published on: January 20, 2023
How does the edge height of curb ramps obstruct bicycles?
Masahiro Hayashi1, Teruo Uetake, Masahiro Shimoda
1Tokyo University of Agriculture and Technology, Fuchu, Tokyo, Japan.
Current curb ramp standards with 50 mm edges are unsafe for cyclists. Lowering curb ramp edge heights is recommended for improved safety and accessibility, especially under wet conditions and varying approach angles.
Area of Science:
- Civil Engineering
- Human Factors Engineering
- Materials Science
Background:
- Current curb ramp standards may not adequately address the safety and accessibility needs of cyclists.
- Bicycle safety is a growing concern in urban infrastructure design.
Purpose of the Study:
- To empirically evaluate the performance of different curb ramp designs for bicyclists.
- To recommend revisions to existing curb ramp standards based on experimental data.
Main Methods:
- Four types of curb ramps were tested: concrete (50 mm edge), reinforced concrete (50 mm edge), plastic (20 mm edge), and recycled rubber (10 mm edge).
- Twenty subjects ascended ramps on bicycles at approach angles from 15 to 90 degrees under wet and dry conditions.
Main Results:
- All subjects successfully ascended all ramps at approach angles of 45 degrees or greater, regardless of conditions.
- Ascent was impossible on concrete ramps at a 15-degree approach in wet conditions and difficult in dry conditions.
- Ascent was challenging on reinforced concrete ramps at a 30-degree approach in wet conditions.
Conclusions:
- Curb ramps with 50 mm edge heights present significant challenges for bicyclists, even in dry conditions.
- It is recommended that curb ramp edge heights be reduced to below 50 mm to enhance cyclist safety.
- Approach angle and surface conditions (wet/dry) critically impact curb ramp usability for cyclists.
More Related Videos
Related Concept Videos
Sight Distance in a Vertical Curve
Vertical Curve: Problem Solving
Elevation of Intermediate Points on Vertical Curves
Design Example: Maintaining Level of an Embankment
Hyperbolic and Inverse Hyperbolic Functions: Problem Solving
Optimization Problems

