16-Civ-A6 Highway Design, Construction, and Maintenance · December 2016
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examination, December 2016 — 98-Civ-A6, Transportation Planning & Engineering. Three hours, closed book (one two-sided aid sheet, approved calculator). Seven questions of equal value (20 marks each); any five constitute a complete examination. All seven are solved here, because the set is a study resource rather than a sat examination.
Reference texts. Mannering, Washburn & Kilareski, Principles of Highway Engineering and Traffic Analysis (Wiley) — traffic-stream models, deterministic queueing and shock waves; Papacostas & Prevedouros, Transportation Engineering and Planning (Prentice Hall) — the land-use/transport system and the four-step demand model; Ortuzar & Willumsen, Modelling Transport (Wiley) — trip generation, distribution, mode choice and traffic assignment; Sheffi, Urban Transportation Networks (Prentice Hall) — user-equilibrium assignment; Transportation Association of Canada, Geometric Design Guide for Canadian Roads — Canadian planning and design practice.
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
Given. A two-zone system with equal productions, unequal attractions, and a reciprocal-time friction factor.
| Quantity | Base year | Target year |
|---|---|---|
| Production, $P_1$ and $P_2$ (each) | 75 trips | 125 trips |
| Attraction, $A_1$ | 50 trips | 75 trips |
| Attraction, $A_2$ | 100 trips | 175 trips |
| Intra-zonal time, $t_{11}=t_{22}$ | 2 | 2 |
| Inter-zonal time, $t_{12}=t_{21}$ | 5 | 5 |
| Friction factor | $F_{ij}=1/t_{ij}$ | |
Find. The four-cell trip matrix and the intra-/inter-zonal split, for both the base and the target year, plus the non-time determinants of trip distribution.
Approach. Apply the singly constrained gravity model, in which each production is distributed among destinations in proportion to attraction times friction factor, so that productions are reproduced exactly and attractions emerge as an output.
Check: the question specifies only the friction factor and asks for "the gravity model", so the singly constrained form above is the intended answer and the attraction totals are deliberately left unbalanced. If the attractions are to be honoured as well, the model must be run doubly constrained — iteratively re-scaling rows and columns (Furness / iterative proportional fitting, equivalently introducing balancing factors $A_i$ and $B_j$) until both margins are met. That refinement would change the individual cells but not the method or the qualitative conclusion.
| From | Base year | Target year | ||||
|---|---|---|---|---|---|---|
| To 1 | To 2 | Row sum | To 1 | To 2 | Row sum | |
| Zone 1 | 41.67 | 33.33 | 75.00 | 64.66 | 60.34 | 125.00 |
| Zone 2 | 12.50 | 62.50 | 75.00 | 18.29 | 106.71 | 125.00 |
| Column sum | 54.17 | 95.83 | 150.00 | 82.95 | 167.05 | 250.00 |
Travel time is only one component of the generalised cost that actually deters travel, and several classes of variable sit alongside it. Other cost components: out-of-pocket money cost (fuel, tolls, transit fare, parking charge), and for transit the access, waiting and transfer time, which travellers weight two to three times more heavily than in-vehicle time. Attractiveness of the destination beyond its size: the type and quality of the activity offered — retail floorspace and tenant mix, employment type against the traveller's skills, school reputation, hospital specialisation — so two zones with equal employment are not equally attractive for a given purpose. Competition and spatial structure: intervening opportunities (a nearer zone offering the same activity suppresses longer trips), agglomeration effects, and physical barriers such as rivers, rail corridors, mountains or an international border, which raise perceived separation far above the measured time. Traveller characteristics: income, car availability, age, household structure and employment status, all of which change the value of time and hence the shape of the deterrence function. Trip purpose and timing: work trips are long and time-insensitive, shopping and social trips are short and cost-sensitive, so distribution must be modelled purpose by purpose; peak-period and off-peak matrices differ substantially. Service quality and reliability: travel-time variability, comfort, crowding, safety and personal security, and habit or inertia, which keeps established travel patterns in place after the network has changed. In model form these enter either as extra terms in a generalised-cost friction factor, as separate purpose- and segment-specific deterrence functions, or as $K$-factors calibrated to correct residual bias between particular zone pairs.
| Quantity | Base year | Target year |
|---|---|---|
| $T_{11}$ / $T_{12}$ | 41.67 / 33.33 | 64.66 / 60.34 |
| $T_{21}$ / $T_{22}$ | 12.50 / 62.50 | 18.29 / 106.71 |
| Intra-zonal trips | 104.17 | 171.36 |
| Inter-zonal trips | 45.83 | 78.64 |
| Total trips (= $\sum P_i$) | 150.00 | 250.00 |
| Inter-zonal share | 30.6 % | 31.5 % |