1
GATE CE 2025 Set 2
MCQ (Single Correct Answer)
+1
-0.33
The recommended minimum traffic growth rate and design period considered for structural design of flexible pavements for national highways in India as per IRC 37:2018 is _________ percentage and__________ years, respectively.
A
5, 20
B
5, 30
C
7,20
D
7,30
2
GATE CE 2025 Set 2
MCQ (Single Correct Answer)
+1
-0.33

After applying the correction for elevation and temperature, the runway length is 700 m . The corrected runway length (in m ) for an effective gradient of $1 \%$ is __________ (round off to the nearest integer).

A
840
B
700
C
720
D
740
3
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.
4
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
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