The dissertation proposes a new "tandem design" to reorganize traffic and increase the flow capacity of signalized intersections. In the tandem design, a mid-block pre-signal is used to sort left-turning vehicles (LVs) and through-moving vehicles (TVs) in tandem, rather than leaving them side by side, as in the conventional design. For intersections with separate through and left-turn phases, the tandem design outperforms the conventional one because more lanes can be used to discharge traffic during at least one of the intersection signal phases. We find that the tandem design can increase the intersection capacity by 10% to 20% in its simplest form. We also study the length requirement of blocks to fully realize the capacity benefit, and ...
This manuscript investigated coordinated intersection signal design problem for mixed traffic flow o...
Human population as well as car population are increasing rapidly as time progresses. This makes the...
Conventional geometric design methods for pre-signal systems usually use the expected traffic demand...
Signal priority and exclusive bus lanes are common measures used to promote bus travel at signalized...
Unconventional geometric designs such as continu-ous-flow intersections, U-turns, and contraflow lef...
To deal with the conflicts between left-turn and through traffic streams and increase the discharge ...
Giving buses priority is an important measure to improve the attractiveness of public transport and ...
Traffic flow might be limited by cross-traffic which has priority. A typical example of such a situa...
To achieve a balanced service for various transport modes, numerous innovative intersection designs ...
There are many types of intersections which can be found on the roads. They can be classified accord...
A staggered intersection is a special type of intersection in a road network. Its geographical chara...
Signalized intersections often represent a major source of bus delays in urban environments. One str...
New ideas are explored for managing multimodal traffic on isolated approaches to signalized intersec...
Existing intersections and interchange designs can be deficient due to the inability to accommodate ...
The lane closures caused by the work zone at the approaches create a negative impact on the operatio...
This manuscript investigated coordinated intersection signal design problem for mixed traffic flow o...
Human population as well as car population are increasing rapidly as time progresses. This makes the...
Conventional geometric design methods for pre-signal systems usually use the expected traffic demand...
Signal priority and exclusive bus lanes are common measures used to promote bus travel at signalized...
Unconventional geometric designs such as continu-ous-flow intersections, U-turns, and contraflow lef...
To deal with the conflicts between left-turn and through traffic streams and increase the discharge ...
Giving buses priority is an important measure to improve the attractiveness of public transport and ...
Traffic flow might be limited by cross-traffic which has priority. A typical example of such a situa...
To achieve a balanced service for various transport modes, numerous innovative intersection designs ...
There are many types of intersections which can be found on the roads. They can be classified accord...
A staggered intersection is a special type of intersection in a road network. Its geographical chara...
Signalized intersections often represent a major source of bus delays in urban environments. One str...
New ideas are explored for managing multimodal traffic on isolated approaches to signalized intersec...
Existing intersections and interchange designs can be deficient due to the inability to accommodate ...
The lane closures caused by the work zone at the approaches create a negative impact on the operatio...
This manuscript investigated coordinated intersection signal design problem for mixed traffic flow o...
Human population as well as car population are increasing rapidly as time progresses. This makes the...
Conventional geometric design methods for pre-signal systems usually use the expected traffic demand...