1
GATE CE 2025 Set 2
MCQ (Single Correct Answer)
+1
-0.33
Which of the following statements is/are INCORRECT?
A
Bitumen having lower softening point is preferred in warm climate regions.
B
The viscosity of bitumen influences the mixing and compaction of bituminous mix.
C
The air voids in the range of $3 \%$ to $5 \%$ are required to arrive at the optimum bitumen content.
D
The purity of bitumen can be determined using Solubility Test.
2
GATE CE 2025 Set 2
MCQ (Single Correct Answer)
+2
-0.67

$$ \text { Match the following in Column I with Column II. } $$

Column I Column II
1. Vehicle Damage Factor A. Stability of subgrade soil
2. Passenger Car Unit B. Capacity of a roadway
3. Perception Reaction Time C. Design rigid pavement
4. California Bearing Ratio D. Design flexible pavement
E. Stopping sight distance
A
1-D; 2-B; 3-E; 4-A
B
1-C; 2-B; 3-D; 4-A
C
1-D; 2-E; 3-B; 4-A
D
1-D; 2-B; 3-A; 4-E
3
GATE CE 2025 Set 2
MCQ (More than One Correct Answer)
+2
-0

The free flow speed of a highway is 100 km/h and its capacity is 4000 vehicle/h. Assume speed density relation is linear.

For a traffic volume of 2000 vehicle/h, choose all the possible speeds (in km/h) from the options given below (round off to two decimal places).

A
85.36
B
65.20
C
14.64
D
7.22
4
GATE CE 2025 Set 2
Numerical
+2
-0

On a two-lane highway, a horizontal curve of radius 300 m is provided. The design speed is $80 \mathrm{~km} / \mathrm{h}$.

If the longest wheelbase of vehicle expected on this highway is 7 m , then the extra widening required (in m ) is ________ (round off to two decimal places).

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