1
GATE CE 2001
MCQ (Single Correct Answer)
+1
-0.3
The design value of lateral friction coefficient on highway is
A
1.5
B
0.50
C
0.35
D
0.15
2
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
Width of carriage way for a single lane is recommended to be
A
7.5 m
B
7.0 m
C
3.75 m
D
5.5 m
3
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
The reaction time for calculating stopping sight distance may be assumed as
A
5 sec
B
2.5 sec
C
0.5 sec
D
10 sec
4
GATE CE 1997
MCQ (Single Correct Answer)
+1
-0.3
The value of camber recommended for CC roads in area of heavy rainfall is
A
1 in 33
B
1 in 40
C
1 in 50
D
1 in 60
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