Highway Engineering Mock test – 5 || Civil Engineering Mock tests

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1.

The pavement width of a road depends upon

1 out of 25
2.

The convexity provided to the carriageway between the crown and edge of the pavement, is known as

2 out of 25
3.

If x% is the gradient of an alignment and y% is the gradient after proper super-elevation along a  curved portion of a highway, the differential grade along the curve, is

3 out of 25
4.

Along horizontal curves, if centrifugal force exceeds lateral friction, vehicles may

4 out of 25
5.

The shape of a vertical curve, is

5 out of 25
6.

If N is the algebraic difference of grades, S is the minimum sight distance in metres, the length (L)  of a summit curve is

6 out of 25
7.

If V is the design speed of vehicles in km/hour, the change of radial acceleration in metres/sec3, is

7 out of 25
8.

Pick up the incorrect statement from the following. The super-elevation on roads is

8 out of 25
9.

The basic formula for determination of pavement thickness was first suggested by

9 out of 25
10.

Road makers along roads from the edge of a kerb should not be less than

10 out of 25
11.

Non-passing sight distance along a road is the longest distance at which the driver of a moving  vehicle, may see an obstacle on the pavement

11 out of 25
12.

If At is the area of steel cross-section, t is working stress, L is width of road and W is weight of slab  per square metre, the spacing of the tie bars for a longitudinal joint, is

12 out of 25
13.

The width of pavement in addition to a gravelled berm 1 m on either side for a two directional traffic recommended by Nagpur Conference of Chief Engineers, is

13 out of 25
14.

Cement grouted pavement is classified as

14 out of 25
15.

If the elevations along a road increase, the slope of the road along the longitudinal direction, is known as

15 out of 25
16.

For clear distinct vision, images of obstructions should fall on the retina with a cone of

16 out of 25
17.

The desirable camber for straight roads with water bound macadam or gravel surface, is

17 out of 25
18.

California Bearing Ratio method of designing flexible pavements is more accurate as it involves

18 out of 25
19.

If the number of lanes on the carriageway of a road is more than two, the total width of lane ways is equal to 3.0 m

19 out of 25
20.

At a road junction, 16 cross conflict points are severe, if

20 out of 25
21.

The absolute minimum radius of horizontal curve for a design speed 60 kmph is

21 out of 25
22.

The top height of a route marker above crown level is

22 out of 25
23.

If metres is the distance between extreme axles of a vehicle, its gross load should not exceed

23 out of 25
24.

The inventor of road making as a building science, was

24 out of 25
25.

Minimum stopping distance for moving vehicles on road with a design speed of 80 km/hour, is

25 out of 25

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