Q.1.

To prevent movement of moisture from subgrade to road pavement on embankments about 0.6 m to 1 m higher than water table, the thickness of cut off layer of coarse sand used, is

Q.2.

Hill roads are

Q.3.

The ability of a driver to stop the vehicle moving with the designed speed, depends upon:

Q.4.

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

Q.5.

During last phase of the reconnaissance, details of the grade line is recorded on 2 metre poles to indicate

Q.6.

Extra widening required at a horizontal curve on a single lane hill road of radiusm for a design speed ofkm ph and for a vehicle with wheel base 6.0 m is

Q.7.

In a braking test, a vehicle travelling atkm ph was stopped at a braking distance of 8.0 m. The average value of the vehicle's skid resistance (friction coefficient) is

Q.8.

If the radius of a main curve ism and length of the transition curve ism, the angle with tangent to locate the junction point, is

Q.9.

Roadway width for a National highways and State highways (two-lanes) is

Q.10.

The minimum superelevation in rolling terrain in plains, is limited to

Q.11.

The minimum width of the pavement of a National Highway should be

Q.12.

In welded wire mesh, the longitudinal wire is placed at

Q.13.

1.R.T.D.A. (Indian Roads and Transport Development Association) was set up at Bombay in

Q.14.

If the width of carriage way is 12.5 metres, outer edgecm higher than the inner edge, the required super elevation is

Q.15.

Super-elevation on roads in snow bound areas, should generally not exceed

Q.16.

Design of flexible pavement, involves

Q.17.

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

Q.18.

The width of the right of way in urban area, is kept betweenm tom for

Q.19.

The statement, regarding the size of stones used at the wearing surface. "The size of a stone used on a road must be in due proportion to the space occupied by a wheel of ordinary dimensions on a smooth level surface. The point of contact will be found to be longitudinal about 2.5 cm and every piece of stone put into the road which exceeds 2.5 cm in any of its dimension is mischievious" was made by

Q.20.

For a poorly graded sub-grade soil, thickness of sub-base, is

Q.21.

To prevent compressive stresses in a rigid concrete pavement, the joint prvoided, is

Q.22.

Alignment of highways in hilly regions, is decided on

Q.23.

Concrete pavement is provided if daily traffic per lane exceeds

Q.24.

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

Q.25.

If present A.D.T. isvehicles and annual increase is 10%, the average future flow after 5 years will be

Q.26.

Minimum radius of a simple circular curve deflecting through 5°, is

Q.27.

The distance travelled by revolving the wheel of a vehicle more than its circumferential movement, is known as

Q.28.

Traffic census is carried out for

Q.29.

If the radius of curvature of a hill road ism, the percentage grade compensation should be

Q.30.

The width of the right of way, is influenced by