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Traffic Engineering

Description:
As a traffic engineer, you are assigned to evaluate the level of service of one intersection
near George Mason University Fairfax campus. The intersection is of Braddock Rd and the
Roberts Rd, and you can see the configuration of the intersection through Google Street Map
(https://www.google.com/maps/@38.8276404,-77.3008148,16.25z). One of your colleagues
went to the field and has collected the data using Jamar Counter (see Figure 2 at the end). The
data is summarized in Figure 1 below. Each arrow represents a unique turning movement (left,
through, and right) from each of the four approaches. For example, the south bound right has a
traffic volume of 97 veh/h.
Table 1 summarizes the current phase plan your colleague observed. It includes four phases
(E/W Left, E/W Through, N/S Left, and N/S Through) labeled in different colors. Although this
intersection is fully actuated and coordinated, for the practice, let us assume the current plan is a
fixed time plan with four phases.
Now, using this set of field data, you will first evaluate the level of service based on the current
phase plan observed by your colleague, and then resign it based on the Optimal Cycle length.
You will reevaluate the LOS under the new phase plan you design, and compare it with the
existing phase plan.
Figure 1: Traffic Data Collected at the Intersection.
Table 1: Current Phase Plan for the Intersection of Braddock Rd and Robert Rd.
Approach EB WB NB SB
Lane group LT T/R LT T/R LT T/R LT T/R
Effective Green (g) 12 133 12 133 15 34 15 34
Lost Time/phase 4
Total Lost Time 16
Cycle Length 210
Lab Tasks:
Field Observation

  1. Assuming all traffic are passenger vehicles and the driving population are commuters,
    convert the observed flow rate V into analysis flow rate v for different lane groups.
  2. Following the procedure of the textbook, evaluate the LOS of this intersection using
    collected data. Assume the saturation rate is 1800 veh/h/lane for through and right turning
    lanes and 1750 veh/h/lane for left turning lanes (or the lane shared by the through and left
    turning movements). In this problem, we assume that there is no standing queue at the
    beginning of the red phase and all traffic can go through the intersection within one cycle.
    You may apply the formula on page 255 for calculating d1 and you also need to consider
    d2 in this analysis. The best way to approach this problem is to organize all information
    in a table similar to Table 7.5.
    a) What are the effective green time (g) and red time (r) for each phase?
    b) What are the analysis flow rate for each lane group (from step 5)?
    c) What are the g/C ratio, lane group capacity c, and volume capacity ratio X (please do
    not confuse with flow ratio v/s (Y).
    d) What are the average delay per vehicle for each lane group (d1)?
    e) What are the average incremental delay per vehicle due to random arrival and
    occasional oversaturation in seconds (d2)? In this study, we analyze LOS by
    considering PHF. So T=0.25. We assume the intersection is pre-timed and take 0.5
    for delay adjustment factor k. We assume the arrival pattern following Poisson
    distribution and I=1.0. X is the v/c ratio for this lane group.
    f) What are the lane group LOSs?
    g) What are the average approach delays and approach LOSs?
    h) What is the average intersection delay and intersection LOS?
    Redesign the Intersection
  3. As a traffic engineering, you are going to re-design the intersection using the procedure
    in the textbook. First, apply the rules in the textbook to evaluate if a protected left turning
    phase is warranted for the left turn movement for both the North-South and the East-West
    directions.
  4. You would follow the approach in Table 7.5. Assuming the saturation rate is 1800
    veh/h/lane for through and right turning lanes and 1750 veh/h/lane for left turning lanes,
    determine the flow ratio for all movements.
  5. Assuming you do not change the phase plan, determine the critical lane groups and the
    corresponding flow ratio. Calculate the optical cycle length with necessary assumptions
    (ROUNDED UP to the nearest 5 seconds). Is it the same as the current plan?
  6. Determine the effective green length allocation. Is it the same as the current plan?
  7. Following the same approach, evaluate LOS if the intersection was using your phase
    plan. Summarize your analysis using a table similar to Table 7.5. Does it change the
    LOS?
    Discussions
  8. What are the factors that may help to explain the difference in LOS by using the existing
    plan and your phase plan?
    Template for Lab Report
    A standard lab report should include a brief discussion about the objective of your study and a
    detailed description of your approach. In this study, you need to describe both the data collection
    approach and the analysis method. The list of tasks serves as a template for analysis method. At
    the end, you need to summarize your findings and discuss the significance of your study. In this
    study, you are expected to answer the question in task 13.
    To make the report more succinct, please use graphs and tables whenever it is possible.
    Figure 2: Example of Observation Location

Sample Solution

1th Century Scotland was deemed a very much patriarchal society. There was a clear concept of hierarchy in society, which Shakespeare demonstrates at different points within the play. The witches have been said to represent women’s attempt to gain power in a society that’s set up to give power only to men. In Jacobean society, women would have been towards the bottom of the Chain of Being and certainly below men. Similarly to Lady Macbeth in act 1 scene 5, the Witches endeavour to make appear increasingly manly in an attempt to acquire more power. Shakespeare gives the characters of the witches beards (You should be women, yet your beards forbid me to interpret that you are so’) to symbolise this desire. Macbeth’s hallucinations, or visions present the impact of the supernatural. One example of a hallucination is when Macbeth asks, ‘Is this a dagger which I see before me’. The fact that Macbeth is seeing a floating dagger, in his mind is another demonstration of the supernatural. Here, the supernatural is essentially pressing Macbeth to murder Duncan. Shakespeare could be purposefully highlighting how evil the supernatural is as it is not only telling him to kill – but commit the act of regicide, which in the 11th Century, was possibly the worst crime anyone could commit, along with communicating with the supernatural. During Macbeth’s soliloquy he questions if the dagger is just ‘a dagger of the mind’ or a ‘false creation’. This causes Macbeth to question his own psychological state and whether the dagger is just a hallucination, caused the pressure of Duncan’s homicide and the pressure placed on him by his manipulative and cunning wife, Lady Macbeth. The audience at the time will have been shocked by this as Jacobean society saw king’s as almost holy since they respected the divine right of kings. Furthermore, here, Shakespeare is displaying the power that the supernatural has over events in the play since Macbeth has been driven to insanity by a supernatural prophecy.
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