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ISSD
Traffic Management Systems

Dynamic Coordination— Corridor-Based Signal Coordination

Manage Junctions Together and Regulate Traffic Flow Along the Corridor

ISSD Dynamic Coordination is an advanced traffic management solution that enables multiple signalized junctions along the same traffic corridor to be managed together according to real-time traffic conditions.

In conventional coordination systems, junctions generally operate with predefined cycle lengths, phase sequences, and offset values. ISSD Dynamic Coordination jointly evaluates information from traffic analytics cameras and Floating Car Data sources on the MANGO Traffic Management Platform; the resulting decisions are transferred to junction controllers through CENTRIS Dynamic Junction Control Units.

3D Explore the Experience

Corridor-Based Dynamic Signal Coordination

Dynamic Coordination is a corridor-based traffic management solution that adjusts the cycle lengths, green times, and timing differences between signalized junctions along a traffic corridor according to current traffic conditions. Its primary objective is to help vehicles leaving one junction reach the next at the appropriate time and proceed along the main traffic direction with fewer stops.

For this purpose, the system monitors instantaneous density around junctions, evaluates average speed and travel times between junctions, analyzes queues on approach and exit directions, checks the discharge condition of junctions, adjusts coordination plans according to traffic conditions, and switches junctions to isolated dynamic management when necessary.

CORRIDOR DATA FLOW — LIVECAMERAScount · occupancyFLOATING CAR D.speed · travel timeVIERO-DISCHARGEexit occupancyMANGO PLATFORMCOORDINATION & SIGNAL PLAN DECISIONCENTRISJUNCTION CONTROL DEVICETRAFFIC SIGNALS↺ Corridor performance is continuously monitored
How It Works

From corridor data to signal operation, step by step

CAMERA — JUNCTION AREA (~100m)REGION OF INTERESTSTOP LINELIVE VEHICLES18OCCUPANCY62%
01 Traffic analytics cameras monitor vehicle movements on junction approaches
REGION OF INTEREST — OCCUPANCYOCCUPANCY62%
02 Vehicle count, occupancy rate, and queue information are generated
BETWEEN JUNCTIONS — SPEED & TIMEK1K2TRAVEL120savg 22 km/hJunction 1Junction 2
03 Average speed and travel time between junctions are determined through Floating Car Data
MANGO — DATA COLLECTIONCAMERAFLOATING CAR D.VIERO-DISCHARGEMANGOdata fusion
04 Data is consolidated on the MANGO Traffic Management Platform
CORRIDOR STATUSK1K2K3K4Junction states are monitored along the corridor
05 Current traffic conditions along the corridor are evaluated
OPERATING MODE DECISIONCOORDINATEDgreen wave activeISOLATEDindependent junctionAutomatic selection by traffic conditions
06 A decision is made on whether junctions should operate in coordinated or isolated mode
GREEN WAVE & OFFSETK1K2K3K4zaman ↓Green phases are shifted by vehicle progression
07 Cycle length, green times, and offset values between junctions are adjusted
TRANSFER TO CENTRISMANGOplan & timeCENTRISunitNew operating info is delivered
08 New operating information is sent to the CENTRIS Dynamic Junction Control Units
MANGO → CENTRIS → JUNCTIONMANGOCENTRISJUNCTION CONTROLsignal applicationThe decision is applied to the junction via CENTRIS
09 CENTRIS transfers the relevant plans to the junction controllers
CONTINUOUS MONITORINGSPEED / FLOWThe mode is re-adjusted when traffic changes
10 Performance of the junctions and corridor is monitored continuously
CYCLE & GREEN TIMEMAIN DIRECTIONSIDE ROADPHASE 3Green times are adjusted by traffic demand
11 The operating plan is adjusted again when traffic conditions change

Ecosystem Connection

Camera + FCD + Dischargedensity · speed · exit MANGO — Coordinationcorridor decision CENTRIS — Junctionsplan implementation
MANGO Coordination and signal plan decisions are generated on MANGO, transferred to junction controllers through CENTRIS, and the traffic signals are operated by the junction controllers. When traffic becomes imbalanced, the relevant junctions can be switched to isolated dynamic management and returned to coordinated operation once conditions normalize.

Key features

Dynamic Coordination evaluates camera, FCD, and exit data within a single decision structure at corridor scale.

Green-Wave Management Helps vehicles traveling in the main direction encounter green signals at successive junctions; green-phase start times are adjusted according to distance, speed, and travel time between junctions.
Difference from Fixed Coordination Instead of relying on a predefined timetable, it continuously monitors corridor traffic and reevaluates the plan when speed decreases, travel time increases, or queues form.
Coordination Plan Adjustment Can change cycle length, green time, and offset values without completely terminating coordination; separate groups can be created for different sections of the corridor.
Switching to Isolated Dynamic Management In conditions such as long queues, full exit approaches, or accidents, coordination can be temporarily terminated and each junction managed independently; coordinated mode resumes when traffic normalizes.
Role of Traffic Analytics Cameras Stop-line passages, vehicle counts on approaches, occupancy rate, density, and queue information indicate demand in the immediate vicinity of the junction.
Role of Floating Car Data Reveals overall corridor performance by monitoring average speed between junctions, segment travel time, and road sections experiencing delays.
Corridor-Based Traffic Management Network-based management is applied by evaluating how a change at one junction affects the number of vehicles reaching the next junction, travel time, and exit density.
Difference from Conventional Loop Systems Instead of a loop that detects vehicles at a single point, it evaluates a broader traffic dataset by jointly using camera, FCD, and VIERO-Discharge data.

Key Features

Coordinated management of multiple junctions Corridor-based traffic evaluation Dynamic green-wave management Adjustment of cycle lengths according to traffic conditions Offset management between junctions Use of camera data Floating Car Data integration VIERO-Discharge integration Average speed monitoring Travel time analysis Queue formation detection Junction exit approach occupancy analysis Automatic switching between coordinated and isolated operation Centralized management through MANGO Junction control through CENTRIS Network-based traffic management across the corridor Different coordination plans for special days and time periods

Decision Structure According to Traffic Conditions

The system applies different coordination decisions according to the corridor’s real-time condition.

When Traffic Flow Is Stable
Junctions operate in coordination, the green-wave arrangement is maintained, offset values are applied, and the number of stops is minimized.
When Average Speed Is Decreasing
The increase in travel time is evaluated, the coordination plan is revised, and cycle and offset values can be updated.
When a Queue Is Forming
The discharge condition of the congested direction is checked, additional time is assigned if necessary, and queue propagation along the corridor is prevented where possible.
When an Exit Approach Cannot Clear
Unnecessary green time is not assigned to the relevant direction, junction blockage is prevented, and traffic arriving from the upstream junction is restricted in a controlled manner.
When Traffic Becomes Imbalanced
Coordination is temporarily terminated, relevant junctions are switched to isolated dynamic management, and each junction operates according to its own current demand.

Advantages

ISSD Dynamic Coordination aims to reduce stops and create a more orderly flow by managing junctions together at corridor scale.

Enables junctions to operate together according to real-time traffic conditions
Helps vehicles proceed along the corridor with fewer stops
Contributes to reducing travel time between junctions
Supports reductions in vehicle stop-and-go movements
Helps prevent queues from propagating from one junction to another
Aims to reduce the risk of junction blockage
Allows coordination plans to be changed according to traffic conditions
Enables junctions to be managed independently when necessary
Supports more effective use of major arterials and high-volume corridors
Contributes to reducing unnecessary waiting, acceleration, and braking movements
Supports reductions in fuel consumption and emissions
Contributes to creating a smoother and more comfortable traffic flow for drivers

Frequently Asked Questions

What does Dynamic Coordination do? +

It enables multiple signalized junctions along the same corridor to operate together according to traffic conditions.

What is the difference between Dynamic Coordination and a green wave? +

A conventional green wave generally relies on fixed speed and offset values. Dynamic Coordination can modify or temporarily terminate the green-wave plan according to speed, travel time, queue, and occupancy data.

Which data does the system use? +

Vehicle count, density, and occupancy from traffic analytics cameras, and average speed and travel time from Floating Car Data.

How is travel time between junctions determined? +

Average travel time is generated by evaluating vehicle movements measured on road segments between two junctions through Floating Car Data.

Can the system change the coordination plan? +

Yes. Cycle length, green times, and offset values between junctions can be adjusted according to traffic conditions.

Can junctions be switched to independent operation? +

Yes. When corridor flow deteriorates, the relevant junctions can be temporarily switched to isolated dynamic junction management.

What happens when traffic returns to normal? +

When average speed, travel time, and queue values return to appropriate levels, the junctions can be switched back to coordinated operation.

Does Dynamic Coordination directly operate the traffic signals? +

Coordination and signal plan decisions are generated on MANGO. These decisions are transferred to the junction controller through CENTRIS, and the traffic signals are operated by the junction controller.

Does the system evaluate only one junction? +

No. The system also evaluates the effect of a change at one junction on downstream junctions and on overall traffic flow along the corridor.

What is the key differentiator of Dynamic Coordination? +

Its key differentiator is the ability to use camera, Floating Car Data, and junction exit data together and switch between fixed coordination and isolated dynamic management according to traffic conditions.

Learn more about Dynamic Coordination

Contact us to learn more.