Q.1.

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

Q.2.

If degree of a road curve is defined by assuming the standard length of an arc asmetres, the radius ofcurve is equal

Q.3.

Minimum radius of curvature of National Highways or State highways in hill region free from snow, is kept

Q.4.

In retaining and breast walls, weep holes are provided at

Q.5.

While calculating the overtaking sight distance, the height of the object above road surface, is assumed

Q.6.

Interior thickness of concrete road slab for design wheel loadkg and permissible flexural stresskg/cm2, is

Q.7.

Three points, A, B and Cm apart on a straight road havem,m andm as their reduced levels. The road is said to have

Q.8.

When each particle of aggregates is thinly coated with cement paste, a heterogeneous solid is formed, which is known as

Q.9.

The full width of land acquired before finalising a highway, alignment is known

Q.10.

The G.T. road from Lahore to Calcutta in undivided India, was constructed during

Q.11.

When each particle of aggregates is thinly coated with cement paste, a heterogeneous solid is formed, which is known as

Q.12.

The best compromise between the increase of the length of a highway and reduction in its load carrying capacity, is the ruling gradient

Q.13.

In complex situations, total time required for a driver to form a judgement and to act, may be taken as

Q.14.

Set-back distance is the distance between

Q.15.

Pick up the correct statement from the following:

Q.16.

At intersection of roads, the traffic volume study is carried out to ascertain the number of vehicles

Q.17.

Horizontal curves on highways are provided

Q.18.

The full width of land acquired before finalising a highway, alignment is known

Q.19.

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

Q.20.

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

Q.21.

For calculating the tractive force along an upgrade of an asphalt road, the most probable value of the co-efficient of traction resistance μ is assumed

Q.22.

Intermediate catch water drains are provided only, if

Q.23.

Pick up the correct statement from the following:

Q.24.

Round-abouts are not suitable if number of vehicles exceed

Q.25.

If a Lemniscate curve of transition throughout is introduced to connect two parallel roads, the maximum polar angle of the curve, is

Q.26.

Floating gradients are generally provided

Q.27.

For a comfortable travel on Highways, the centrifugal ratio should not exceed

Q.28.

If the cross slope of a country isto 60%, the terrain is classified as

Q.29.

Raising of outer edge of a road with respect to inner edge, is known

Q.30.

Setting out of Lemniscate transition curves, is done with