Question 5 of 7: Moving-vehicle method for volume and travel time
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. National Examinations, December 2017 — 16-Civ-B10 Traffic Engineering, 3-hour duration, OPEN BOOK (any non-communicating calculator permitted). Seven questions of equal value (20 marks each); the paper requires five solutions and marks only the first five as they appear in the answer book. Because the set is a study resource, all seven questions are solved here. The paper's own Note 1 invites a clear statement of any assumptions made and Note 2 permits any required-but-not-given data to be assumed; every assumption used below is stated explicitly where it is introduced.
Reference texts.
Garber, N.J. and Hoel, L.A., Traffic and Highway Engineering, 5th ed., Cengage — Ch. 5 (traffic-engineering studies), Ch. 6 (fundamental principles of traffic flow and queueing), Ch. 8 (intersection control and signal timing), Ch. 15 (geometric design of highway facilities).
Transportation Research Board, Highway Capacity Manual — signalized-intersection capacity, saturation flow and pedestrian-interval methods.
AASHTO, A Policy on Geometric Design of Highways and Streets, 2001 metric edition — stopping sight distance and crest/sag vertical curves (the SSD table reproduced on page 4 of this paper is AASHTO 2001, Table 3-1).
Transportation Association of Canada, Geometric Design Guide for Canadian Roads — the Canadian design-controls equivalent of the AASHTO Green Book, and the governing document for Canadian practice.
Transportation Association of Canada, Manual of Uniform Traffic Control Devices for Canada (MUTCDC) — signal displays, pedestrian intervals and clearance timing.
Webster, F.V. and Cobbe, B.M., Traffic Signals, Road Research Technical Paper No. 56, HMSO — the optimum-cycle and delay relations used in Questions 3 and 4.
Question 5 — Moving-vehicle method for volume and travel time (a) to (e), 4 marks each — 20 marks
Given. Sixteen test-vehicle runs, eight in each direction of a two-way section. For each run: the travel time, the number of vehicles met travelling in the opposing direction, the number that overtook the test vehicle, and the number the test vehicle overtook.
Find. (a) the four averages for each direction; (b), (c) the traffic volume in each direction in veh/h; (d), (e) the average travel time of the traffic stream in each direction, in minutes.
Figure 5.1 — The two runs the moving-observer method requires for each direction of interest, and the two relations they support.
Approach. Average the four recorded quantities over the eight runs in each direction, then apply Wardrop's two moving-observer relations: the volume in a direction comes from the count of vehicles met on the run against that stream corrected by the net overtaking exchange on the run with it, and the mean travel time of the stream is the test vehicle's own run time corrected by the same exchange.
Establish the direction convention. The data table labels the two run sets "Southbound" and "Northbound" while parts (a)–(e) ask for eastbound and westbound results. The two labelled sets are simply the two opposing directions of the study section, and the parts name them in the order the table lists them, so under the paper's Note 1 the convention adopted is
Nothing in the arithmetic depends on the labels — only on which run set is the "with" run and which the "against" run for each answer.
(a) Compute all averages for both sets of trips. Each column is the arithmetic mean of eight values. For the eastbound (first) set the travel times sum to $3.04+2.80+3.15+2.95+3.47+3.51+3.28+3.17 = 25.37$ min, so $\bar t = 25.37/8 = 3.171$ min; the other columns follow the same way.
Average over 8 runs
Eastbound set ("Southbound" runs)
Westbound set ("Northbound" runs)
Travel time $t$ (min)
3.171
2.758
Vehicles met in opposite direction, $M$
111.75
101.75
Vehicles that overtook the test vehicle, $O$
2.00
1.50
Vehicles overtaken by the test vehicle, $P$
1.50
1.25
Net exchange $O - P$
$+0.50$
$+0.25$
Both net exchanges are positive, meaning the test vehicle travelled slightly slower than the average of the stream it was in — a useful sanity check, since it tells us the travel-time corrections in (d) and (e) must both reduce the run time.
State Wardrop's moving-observer relations. For a direction of interest, with $t_a$ the mean run time against that stream, $t_w$ the mean run time with it, $M_a$ the mean number of opposing vehicles met on the against-run, and $y = O_w - P_w$ the mean net exchange on the with-run,
The first relation works because the against-run sweeps past every vehicle in the stream of interest, so $M_a$ counts the whole flow over the combined time $t_a + t_w$; the second removes the difference between the test vehicle's own speed and the stream's.
(b) Eastbound traffic volume. For the eastbound stream, the run against it is the westbound run set ($t_a = 2.758$ min, $M_a = 101.75$ vehicles met — those met are eastbound vehicles), and the run with it is the eastbound set ($t_w = 3.171$ min, $y = +0.50$):
(c) Westbound traffic volume. Now the roles reverse: the against-run is the eastbound set ($t_a = 3.171$ min, $M_a = 111.75$) and the with-run is the westbound set ($t_w = 2.758$ min, $y = +0.25$):
The denominator is the same $t_a + t_w = 5.929$ min in both directions, which is a convenient check: only the numerators differ. The westbound flow is about 10 % heavier, consistent with its faster mean run time and the smaller number of vehicles met by the westbound test car.
(d) Average travel time of eastbound traffic. Correcting the test vehicle's own eastbound run time for the net exchange:
Both corrections are small — about 1 % and 0.5 % — and both act downward, as anticipated in Step 2: the test vehicle was marginally slower than the stream in each direction, so the stream's mean travel time is a little less than the test vehicle's.
Part
Quantity
Eastbound
Westbound
(a)
Mean travel time of the test vehicle (min)
3.171
2.758
(a)
Mean vehicles met in the opposite direction
111.75
101.75
(a)
Mean vehicles overtaking the test vehicle
2.00
1.50
(a)
Mean vehicles overtaken by the test vehicle
1.50
1.25
(b), (c)
Traffic volume (veh/h)
1035
1134
(b), (c)
Traffic volume (veh/min)
17.25
18.89
(d), (e)
Average travel time of the traffic (min)
3.14
2.74
Check — direction labels in the data table
The table heads its two run sets "Southbound" and "Northbound" while the sub-parts ask about eastbound and westbound traffic. This is an inconsistency on the paper itself. The two sets are unambiguously the two opposing directions of one study section, and the mapping used here takes them in the order the table lists them and the sub-parts name them: the first set (labelled Southbound) is reported as eastbound, the second (Northbound) as westbound. Were the mapping reversed, the two pairs of answers would simply exchange: 1134 veh/h and 2.74 min for the eastbound direction and 1035 veh/h and 3.14 min for the westbound. Both readings are recorded so the solution is complete either way.