URBAN TRANSPORT & TRAFFIC PLANNING IN INDIA [ Town Planning Exam] ATP - Part 2 MCQ only

Urban Transport & Traffic Planning – Turbo Summary + 60 Advanced MCQs

Use this post as a quick revision + testing drill for urban transport and traffic planning: one summary box with formulas and one-liners, followed by 60 advanced MCQs with score calculation and per-question feedback.

Quick Index

• 🔹 Turbo Summary Box
• 🔹 60 Advanced MCQs

🚀 Exam Turbo Summary – Urban Transport & Traffic Planning

Key Formulas & Concepts

• Basic relation: q = k × v (flow = density × speed)
• Design speed: selected operating speed used to design geometric elements.
• PCU: converts mixed traffic to Passenger Car Units for capacity analysis.
• PHF = Hourly volume / (4 × highest 15-min volume).
• V/C ratio = volume / capacity  → key indicator of congestion and LOS.
• Saturation flow: ideal flow per lane at signal (PCU/h of green).
• Effective green = actual green time – lost times (start-up + clearance).
• Webster’s formula (idea): optimum cycle length that minimises total delay at isolated signal.

Top One-Liners (Static Theory)

• Four-stage model: Trip generation → Trip distribution → Modal split → Assignment.
• Gravity model distributes trips based on masses (attractions) and impedance (cost/time).
• Screen line: imaginary line across network to check traffic balance and OD matrix.
• Cordon: closed boundary around area to study in/out movements.
• Time mean speed ≥ space mean speed.
• LOS A–F: from free flow (A) to breakdown (F).
• Wardrop’s first principle: user equilibrium – no driver can reduce travel time by unilaterally changing route.
• NUTP–2006: guiding principle “moving people, not vehicles”.
• CMP: city-level long-term mobility plan aligned with Master Plan.
• TOD: high-density, mixed-use, walkable development around mass transit.
• TDM: demand-side tools – pricing, parking, WFH, carpooling – not just building new roads.
• Complete streets: design for all users – walk, cycle, PT, differently-abled – not only cars.
• UMTA: umbrella coordination body for metro-region transport agencies.
• BRT: bus-based, high-capacity system with dedicated lanes and level boarding.
• NMT (walk + cycle) often has the highest trip share for short trips in Indian cities.

60 Advanced MCQs – Urban Transport & Traffic Planning

Attempt all 60 questions and then click “Check Answers”. You’ll get:

• Overall score out of 60
• Per-question feedback with green (correct) / red (incorrect) and correct option code.

1. The main advantage of the classical four-stage model over simple trend extrapolation is that it:

A. Ignores land use completely B. Explicitly relates travel demand to land use and network characteristics C. Works only for rural highways D. Requires no data collection

2. In the gravity model for trip distribution, the deterrence (impedance) function primarily represents:

A. Attractiveness of the destination B. Generalised cost of travel between zones (time, distance, cost) C. Parking supply D. Land value in origin zone only

3. Assertion (A): Growth factor methods (e.g., Fratar) preserve the existing trip pattern structure when forecasting OD matrices.
Reason (R): They adjust base-year OD matrix using zone-wise control totals (productions/attractions).

A. Both A and R are true, and R is the correct explanation of A. B. Both A and R are true, but R is not the correct explanation of A. C. A is true, R is false. D. Both A and R are false.

4. For urban transport planning, the most appropriate type of OD survey to capture all-day trip patterns is usually:

A. Roadside interview at a single screen line only B. Home-interview / household travel survey C. Taxi logbook survey only D. Parking occupancy survey

5. A screen line in traffic studies is used to:

A. Determine parking duration B. Check consistency of OD matrix and observed link flows across an imaginary line C. Design bus routes inside colonies D. Delimit building setback lines

6. A cordon count survey around CBD primarily measures:

A. Number of crashes per year B. Inbound and outbound movements across the cordon boundary C. Land value changes D. Footpath width

7. In a logit modal split model, the sensitivity parameter (μ) controls:

A. Relative capacities of links B. Responsiveness of mode share to differences in generalised cost between modes C. Vehicle emission factors D. Parking accumulation

8. In user-equilibrium traffic assignment (Wardrop’s first principle):

A. All routes have equal capacity B. No driver can reduce travel time by unilaterally changing route C. Total system travel time is minimised D. Only pedestrian routes are considered

9. The system-optimal assignment (Wardrop’s second principle) aims to:

A. Minimise total system travel time B. Equalise travel times on all links C. Maximise emissions D. Minimise number of signals

10. Design Hour Volume (DHV) in urban traffic design is usually selected to represent:

A. Absolute maximum ever observed hourly volume B. A representative high hour (e.g., 30th highest hour) balancing economy and performance C. Average daily traffic D. Only holiday traffic

11. If hourly volume = 3600 veh/h and highest 15-min volume = 1100 veh, the Peak Hour Factor (PHF) is approximately:

A. 0.82 B. 0.82–0.83 (accept ~0.82) C. 1.50 D. 0.25

12. Which of the following statements about space mean speed is correct?

A. It is the arithmetic mean of individual speeds at a point. B. It is harmonic mean of speeds over a road segment, weighted by travel time. C. It is always greater than time mean speed. D. It does not depend on travel time.

13. Parking accumulation at a given time is defined as:

A. Number of vehicles entering per hour B. Number of vehicles parked in the facility at that instant C. Total length of street used D. Average parking fee

14. Assertion (A): On-street parking generally reduces effective carriageway width and capacity.
Reason (R): Parked vehicles occupy lateral space and create friction with moving traffic.

A. Both A and R are true, and R is the correct explanation of A. B. Both A and R are true, but R is not the correct explanation of A. C. A is false, R is true. D. Both A and R are false.

15. Saturation flow at a signalised intersection is measured in:

A. Vehicles per kilometre B. PCU per lane per hour of effective green C. Seconds per cycle D. Vehicles per day

16. “Lost time” at a traffic signal includes:

A. Amber time only B. Start-up delay and clearance times when approach is not effectively discharging C. All red time only D. Queue length

17. Webster’s optimum cycle length formula seeks to minimise:

A. Vehicle emissions only B. Total delay per vehicle at isolated intersection C. Road construction cost D. Number of lanes

18. In coordinated signal systems, the term “offset” refers to:

A. Difference in carriageway width B. Time difference between reference points of cycles at successive intersections C. Vertical clearance under a flyover D. Distance between bus stops

19. “Bandwidth” in traffic signal coordination is:

A. Width of carriageway B. Time window within which a platoon of vehicles can travel through all signals without stopping C. Frequency of bus operations D. Difference between max and min speed limits

20. In the fundamental diagram of traffic flow, maximum flow occurs at:

A. Zero density B. Jam density C. Some intermediate density between zero and jam density D. Always at free-flow speed

21. Match the transport model with its main use:

1. Trip generation   2. Gravity model   3. Logit model   4. User-equilibrium assignment
a. Route choice   b. Mode choice   c. Trip distribution   d. Relating trips to land use / socio-economics

A. 1–d, 2–c, 3–b, 4–a B. 1–c, 2–d, 3–b, 4–a C. 1–b, 2–c, 3–d, 4–a D. 1–d, 2–b, 3–c, 4–a

22. Assertion (A): Household travel survey data are essential inputs for developing a city’s four-stage model.
Reason (R): They provide information on trip purpose, time of day, mode choice and socio-economic variables.

A. Both A and R are true, and R is the correct explanation of A. B. Both A and R are true, but R is not the correct explanation of A. C. A is true, R is false. D. Both A and R are false.

23. In urban planning practice, a Comprehensive Mobility Plan (CMP) is expected to:

A. Consider only road widening projects B. Cover all modes, integrate land use and transport and propose phased, multimodal strategies C. Ignore NMT facilities D. Be independent of Master Plan

24. Which of the following is not typically addressed by an Urban Metropolitan Transport Authority (UMTA)?

A. Coordination between multiple transport agencies B. Integrated ticketing and multimodal planning C. Preparation of city-level mobility plans D. Drafting criminal law for the entire state

25. A key difference between TOD and conventional transit planning is that TOD:

A. Focuses only on vehicle technology B. Actively reshapes land use (density, mix, walkability) around stations C. Avoids any development near stations D. Works only in rural contexts

26. From a transport-planning perspective, congestion pricing is mainly intended to:

A. Encourage more peak-hour car trips B. Internalise congestion externality and shift some trips to off-peak / other modes C. Reduce public transport fares D. Eliminate walking and cycling

27. Match each ITS application with its main transport function:

1. ATC   2. AVL   3. VMS   4. Automatic fare collection
a. Signal coordination   b. Real-time bus tracking   c. Dynamic traveller information   d. Smart card / ticketing

A. 1–a, 2–b, 3–c, 4–d B. 1–b, 2–a, 3–c, 4–d C. 1–a, 2–c, 3–b, 4–d D. 1–d, 2–b, 3–a, 4–c

28. Assertion (A): “Complete streets” design supports universal accessibility.
Reason (R): It provides continuous, step-free footpaths, ramps, tactile paving and safe crossings.

A. Both A and R are true, and R is the correct explanation of A. B. Both A and R are true, but R is not the correct explanation of A. C. A is false, R is true. D. Both A and R are false.

29. For Indian mixed-traffic conditions, capacity is often expressed in:

A. Vehicles per day B. PCU per hour per lane C. Tonnes per day D. Litres of fuel per hour

30. When V/C ratio at a link is significantly greater than 1.0 during peak hour, it usually indicates:

A. Underutilised capacity B. Severe congestion and unstable flow C. Ideal LOS A D. No traffic present

31. The design service volume of a facility is usually taken less than its theoretical capacity to:

A. Ensure operation remains within acceptable LOS and reliability B. Minimise construction cost regardless of operation C. Maximise noise levels D. Ensure frequent breakdowns

32. Which of the following is not an advantage of public transport–oriented cities?

A. Lower emissions per passenger-km B. Higher per-capita road-space requirement C. Better accessibility for non-drivers D. Lower congestion than car-dominated cities

33. In many Indian cities, the maximum share of trips by length < 2 km is typically carried by:

A. Walking and cycling B. Air travel C. Metro rail D. Ships

34. In a BRT system, “level boarding” primarily helps to:

A. Increase bus height B. Reduce dwell time and improve accessibility C. Eliminate bus doors D. Reduce bus frequency

35. Match each survey with its typical main output:

1. Classified volume count   2. Speed–delay survey   3. Parking survey   4. Household survey
a. Accumulation and duration   b. Travel characteristics and trip purposes   c. Vehicle composition and flow   d. Journey times and congestion spots

A. 1–c, 2–d, 3–a, 4–b B. 1–a, 2–b, 3–c, 4–d C. 1–d, 2–c, 3–a, 4–b D. 1–c, 2–a, 3–d, 4–b

36. Assertion (A): Speed–flow–density relationships are critical for determining capacity and LOS in urban corridors.
Reason (R): They link microscopic driver behaviour to macroscopic performance measures.

A. Both A and R are true, and R is the correct explanation of A. B. Both A and R are true, but R is not the correct explanation of A. C. A is false, R is true. D. Both A and R are false.

37. For a PT route, headway is defined as:

A. Distance between stops B. Time interval between successive vehicles passing the same point C. Number of vehicles per day D. Passenger waiting time only

38. The concept of “service span” in public transport refers to:

A. Number of seats per bus B. Hours of operation during the day C. Length of the route D. Ticket price range

39. A major risk of park-and-ride facilities located too far from city edge is that they may:

A. Encourage unnecessary car use for the access leg B. Reduce all congestion C. Ban public transport D. Eliminate walking trips

40. In multimodal integration, “first/last mile” problems are best addressed by:

A. Exclusive highway projects B. Feeder services, walking/cycling infrastructure and IPT C. Only flyover construction D. Increasing car ownership

41. For a homogeneous traffic stream, if density doubles and speed halves, then flow will:

A. Become zero B. Remain same (q = k v) C. Double D. Reduce to one-fourth

42. Assertion (A): In Indian cities, two-wheelers must be explicitly considered in capacity analysis.
Reason (R): They have different dynamic characteristics and PCU values compared to cars.

A. Both A and R are true, and R is the correct explanation of A. B. Both A and R are true, but R is not the correct explanation of A. C. A is true, R is false. D. Both A and R are false.

43. Match the planning tool with its main output:

1. CMP   2. Master Plan   3. Local Area Plan   4. Feasibility Study (metro)
a. Detailed project viability   b. City-level land use structure   c. Corridor / area-level street and mobility proposals   d. City mobility strategies and investments

A. 1–d, 2–b, 3–c, 4–a B. 1–b, 2–d, 3–c, 4–a C. 1–a, 2–b, 3–d, 4–c D. 1–d, 2–c, 3–b, 4–a

44. In a multi-lane urban arterial, lane utilisation is most balanced when:

A. Only leftmost lane is used B. Flow is reasonably equal across lanes with minimal lane-changing turbulence C. All vehicles keep overtaking each other frequently D. All heavy vehicles occupy central lane only

45. Which of the following is not usually a reason for overestimation of capacity in Indian mixed traffic?

A. Ignoring side friction from pedestrians and parked vehicles B. Assuming uniform lane discipline C. Considering realistic driver behaviour and heterogeneity D. Using unrealistic high design speeds

46. A key limitation of purely supply-side solutions (more roads, flyovers) to congestion is that they:

A. Always decrease traffic volumes permanently B. May induce additional traffic and quickly reach congestion again C. Eliminate emissions D. Remove need for PT

47. “Transport equity” in urban planning mainly refers to:

A. Equal number of cars per household B. Fair access to opportunities (jobs, education, health) by all groups regardless of income or physical ability C. Equal road width in all wards D. Identical bus fares nationwide

48. In a signalised junction, if cycle length is increased excessively while keeping green splits same, likely effect is:

A. Lower average delay per vehicle B. Higher total delay and longer queues C. No impact on delay D. Elimination of lost time

49. For pedestrian planning, Level of Service is often based on:

A. Number of cars per hour B. Space per pedestrian, flow, comfort and freedom to choose walking speed C. Number of bus stops D. Number of traffic signals

50. In NUTP, which combination BEST reflects the policy priorities?

A. Private cars + flyovers + free parking B. Public transport + NMT + land use–transport integration C. Only metro rail, nothing else D. Only freight corridors

51. A chicane in traffic calming is:

A. A vertical hump B. A series of horizontal deflections forcing vehicles to slow and change path C. A type of parking bay D. A pedestrian overbridge

52. Which tool is most appropriate to evaluate before–after effects of a corridor improvement on speeds and delays?

A. Land value survey B. Speed–delay (travel time) survey C. Housing census D. Parking survey

53. In PT operations, “load factor” mainly indicates:

A. Ratio of carried passengers to seating capacity B. Ratio of bus weight to engine power C. Fare per km D. Emissions per vehicle

54. A route with very high load factor for long periods typically suggests a planning need to:

A. Reduce service frequency B. Increase capacity through higher frequency or larger vehicles C. Close the route D. Ban standing passengers only

55. In a four-stage model, feedback from assignment back to trip distribution and modal split is used to:

A. Change census population B. Update travel times so that demand reflects congested conditions C. Delete low-volume links D. Fix headways

56. Urban freight planning primarily focuses on:

A. Only passenger transport B. Efficient movement and loading/unloading of goods in congested urban areas C. Rural warehousing only D. Tourism buses only

57. Which of the following is a typical performance indicator for a bus system?

A. Average vehicle occupancy and on-time performance B. House rent in CBD C. Number of flyovers in city D. Floor Area Ratio values

58. From a safety perspective, which combination is most critical at unsignalised urban intersections?

A. Sight distance, speed control and clear priority / yield control B">B. Road colour only C. Bus livery design D. Number of advertisement boards

59. For pedestrian safety, “traffic calming zone” speed limits in residential streets are typically:

A. Higher than expressway limits B. Significantly lower than arterial speeds (e.g., 20–30 km/h) C. Same as highway design speed D. Irrelevant to design

60. From an exam point of view, the current paradigm in urban transport planning in India can be summarised as:

A. Build more roads to chase congestion forever B. Integrated, sustainable mobility – PT + NMT + safety + land use integration C. Focus only on freight D. Ignore data and modelling

Score: – / 60