Time Left : 00:00
A
12 m
B
13 m
C
22 m
D
less than 4 m
A
7.5 m
B
7.0 m
C
3.75 m
D
5.5 m
A
1.5 kNm
B
1.125 Nm
C
-1.125 Nm
D
-1.875 Nm
A
q = k / i A
B
q = k i A2
C
q= k i A
D
q= i / k A
A
0o at NS and 180o at EW
B
0 o at NS and 90o at EW
C
0o at EW and 180o at NS
D
0 o at EW and 90o at NS
A
½
B
2/3
C
1/3
D
3/2
A
Break down storage
B
Balancing storage
C
Head Loss due to friction
D
Storage and distribution Reserviors
A
40 dB
B
90 dB
C
20 dB
D
70 dB
A
Clay
B
Moorum
C
Gravel
D
Broken stone
A
2403.89 kN
B
3977.44 kN
C
2576.12 kN
D
2067.97 kN
A
Optimum Measure Content of soil and Maximum Dry Density
B
Optimum Moisture Content and Maximum Dry Density
C
Optimum Mineral Content and Maximum Dry Density
D
Optimum and Maximum Content of soil and Maximum Dry Density
A
Sight distance
B
Pavement thickness
C
Super elevation
D
Transition curves
A
Decreases
B
Remain constant
C
Increases
D
Become zero
A
Specific retention
B
Specific yield
C
Storage coefficient
D
Coefficient of transmissibility
A
iv = ii < iii < i
B
i < ii < iii < iv
C
i < iv < ii < iii
D
iv = i < iii < ii
A
1.0 m
B
1.676 m
C
0.610 m
D
1.762 m
A
Determining the softening point of Bitumen
B
Grading the Bitumen
C
Determining the elastic property of Bitumen
D
Determining the ductility of Bitumen
A
7.4 kN/m2
B
12.0 kN/m2
C
9.0 kN/m2
D
11.4 kN/m2
A
Zero stresses
B
Large stresses
C
Small stresses
D
No effect
A
40 mm
B
25 mm
C
6 mm
D
12 mm