Highway Engineering

271. The most suitable equipment for compacting clayey soils is a

  1. Smooth wheeled roller
  2. Pneumatic tyred roller
  3. Sheep foot roller
  4. Vibrator

Correct answer: (C)
Sheep foot roller

272. The normal road land width for a major district road in open area, is

  1. 45 m
  2. 25 m
  3. 15 m
  4. 12 m

Correct answer: (B)
25 m

273. The normal road land width for a National or State highway, in open areas should be

  1. 45 m
  2. 30 m
  3. 24 m
  4. 20 m

Correct answer: (A)
45 m

274. The normal road width of National and State highways

  1. Is kept 45 m
  2. In plain and rolling terrain built-up area, is 30 m
  3. In mountainous built-up area is 20 m
  4. All the above

Correct answer: (D)
All the above

275. The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life pavement is

  1. 1000
  2. 10000
  3. 100000
  4. 1000000

Correct answer: (D)
1000000

276. The number of vehicles moving in a specified direction on a roadway that pass a given point during specified unit of time, is called

  1. Traffic volume
  2. Traffic density
  3. Basic capacity
  4. Traffic capacity

Correct answer: (A)
Traffic volume

277. The pavement width of a road depends upon

  1. Terrain
  2. Type of traffic
  3. Number of lanes
  4. All the above

Correct answer: (C)
Number of lanes

278. The period of long term plan for the development of roads in India, known as Bombay Plan (Aug. 1958), is

  1. 5 years
  2. 10 years
  3. 15 years
  4. 20 years

Correct answer: (D)
20 years

279. The perpendicular offset from the tan-get to the central point of the circular curve, is

  1. R sin θ/2
  2. R cos θ/2
  3. R (1 - cos θ/2)
  4. R (1 - sin θ/2)

Correct answer: (C)
R (1 - cos θ/2)

280. The radius of curvature provided along a transition curve, is

  1. Minimum at the beginning
  2. Same throughout its length
  3. Equal to the radius of circular curve
  4. Varying from infinity to the radius of circular curve

Correct answer: (D)
Varying from infinity to the radius of circular curve

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