CE 572 - Intersection Traffic Operations
Spring 2007


 
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Class 01 - 11 January 2007

Website of the day:
US Department of Transportation 

Traffic signal history
http://www.ideafinder.com/history/inventions/story010.htm
http://mutcd.fhwa.dot.gov/kno-history.htm 

Objectives for today:

  • Understand traffic signal control system and its four subsystems
  • Understand course objectives and requirements

Topics:

  • Course objectives and requirements
  • Traffic signal control system and subsystems

Assignment: Complete the following reading assignment before class 2 and be prepared to discuss what you've read.

Class notes:

Questions on today's class:
1. Where does the information for the time-space diagrams come from? Is it observed data? How do you make a diagram like that for a proposed traffic signal control system that is not yet in place, if you are just trying to model the operations before the installation?
Response: The time-space diagrams that I presented in the first class are examples.  What is most often used for planning for a new signal system are either flow rate data or sometimes headway distribution data.  That is one of the challenges in planning for a new system.

2. In a city full of traffic intersections with a large population and narrow roads, what is the first action one has to take in providing a traffic system?
Response: Usually you are not planning from the very beginning.  As a city develops, infrastructure, including transportation infrastructure, is added periodically.  What normally happens, is that a city or a metropolitan area identifies problems that exist, and then develop plans to help manage these problems.  You will notice that I didn't say solve the problems - these days we expect to manage problems not solve them.

3.Since the four subsystems work together, how can one determine which of the units does not function properly?
Response: The purpose of looking at the four subsystems together is to learn the importance of their interdependence.  There are several ways to look at the question "one of the units does not function properly".  For example, we typically use measures of effectiveness such as average delay as a measure to determine if the system is working effectively or not.  However, we also need to know if a physical component, such as a loop detector or signal head, is not working properly.  These problems are often identified by observing the system in the field.

4. I want to have more understanding of different detector types.
Response: We will discuss detector types in a later section of the class.

5: Are there any plans for coordinating all of the signals in Moscow, or is it even necessary?
Response: The downtown signals are coordinated (though this doesn't mean that good progression is provided in all directions).  The signals on State Highway 8 between downtown and Warbonnet Drive (the location of WalMart) are coordinated in the afternoon.

6: On some timing plans I've seen, what is the difference between a max1 and a max2 time?
Response: The Max1 parameter is used more often as the default.  Max2 is used for an alternative timing plan.

7. It was described that the passage timer becomes active when the phase starts. If there is no vehicles and the minimum green is 10 sec, the passage time is 2.5 sec. will the phase terminate at 10 sec. when both expire?
Response: Yes.

8. Is a signal group the display of the green + yellow + red intervals? If so, is the signal group the same as a cycle?
Response: The definitions is: "A combination of indications (e.g., red, yellow, green, green arrow, audibles, etc.) grouped together for controlling one or more movements."  So you are correct.  However, the cycle is a time interval, not the combination of the indications.  The cycle is the time duration or interval that it takes to serve all movements.

9.It was stated that the absence of calls results in the skip of phase, unless a minimum green or minimum recall is set on the controller, for this phase?
Response: This is correct.  If there is no call for a phase, it is skipped, unless a recall setting has been placed in the controller.  The recall setting (specifically maximum recall) is most often used when a loop detector is broken.

10. In which cases are video, radar, acoustic detections mostly used?
Response: The standard detection system is the loop detector.  More recently, new technologies, such as those that you mention, have been tried.  The most commonly used of these new technologies is video detection.  We will talk about these later in the course.

11. From the diagrams explaining how one subsystem responds to another, we can read the passage time and the minimum green time. How about the maximum green time? I suppose more observing data are needed to answer this question.
Response: The diagrams only show two of the controller processes, the minimum green timer and the passage timer.  There are a number of other timing processes, including the maximum green timer, that will appear on this diagram.  We will add more as we progress in the semester.

12. I think that there is a mistake in a figure 7 of the reading, the queue accumulation polygon. According to the data before this figure, the first vehicle arrives at the stop line 10 seconds after the beginning of the observation period. Should not a square denoting the first vehicle in a queue be placed just above t=10 sec (x axis)? The queue length should also decrease after t=40 sec but not t=30 sec as it is shown in this figure.
Response: [to be added]

13. Imagine that there is no conflicting call, the green phase in the approach that is in service will be ON until the passage time expires after the minimum green has been expired. And hypothetically speaking if the passage time does not expire because the vehicles ask for service before the passage time can expire. In this situation if there is a pedestrian trying to cross the approach in service it will be impossible, or a call from the pedestrian is consider as a conflicting call?
Response: The pedestrian call acts as a conflicting call; it will force the termination of the vehicle phase and serve the pedestrian phase (if it is in a conflicting direction). 

14. What is the amount of time that it takes for one complete cycle in the process of USER-DETECTOR-CONTROLLER-DISPLAY?
Response: This depends on the timing parameters that have been set for each phase.  The cycle is the time that it takes to serve each movement that desires service.

15. How many different types of detectors are there? Is the logic behind them similar or very different?
Response: There are a number of types including loop, video, and audio.  We will discuss their characteristics later in the class.

16. Why would you differentiate a "user" from a "vehicle"?
Response: The user class includes "a vehicle" as well as other user types (for example, pedestrians).

17. And are we calling the control subsystems "classes" for any particular reason?
Response: The term class is used to denote the fact that there a types or categories for one of the subsystem.  We don't use the term "class" for the control subsystem.

18. Figure 5. Saturation flow rate shows saturation flow formed by nine vehicles. Would it be correct to say that service rate for vehicles 8 and 9 is equal to arrival rate (not saturation flow rate) since these vehicles are only slightly delayed by the dissipating queue?
Response: If the vehicles are even slightly delayed, then the arrival flow rate is higher than the departure flow rate.

 
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