91. RC-2, MC-2 and SC-2 correspond to
a) same viscosity
b) viscosity in increasing order from RC-2 to SC-2
c) viscosity in decreasing order from RC-2 to SC-2
d) none of the above
Ans: a
92. The recommended grade of tar for grouting purpose is
a) RT-1
b) RT-2
c) RT.3
d) RT-5
Ans: d
93. Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be
a) less-than 40°C
b) greater than 40°C
c) equal to 40°C
d) none of the above
Ans: b
94. For rapid curing cutbacks, the oil used is
a) gasoline
b) kerosene oil
c) light diesel
d) heavy diesel
Ans: a
95. The method of design of flexible pavement as recommended by IRC is
a) group index method
b) CBR method
c) Westergaard method
d) Benkelman beam method
Ans: b
96. The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is
a) 0
b) 3
c) 5
d) 7
Ans: a
97. Bottom most layer of pavement is known as
a) wearing course
b) base course
c) sub-base course
d) subgrade
Ans: d
98. Flexible pavement distribute the wheel load
a) directly to subgrade
b) through structural action
c) through a set of layers to the subgrade
d) none of the above
Ans: c
99. The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is
a) 1000
b) 10000
c) 100000
d) 1000000
Ans: d
100. Group index method of design of flexible pavement is
a) a theoretical method
b) an empirical method based on physical properties of subgrade soil
c) an empirical method based on strength characteristics of subgrade soil
d) a semi empirical method
Ans: b
Read More Questions:
Highway Engineering Mcqs Part1
Highway Engineering Mcqs Part2
a) same viscosity
b) viscosity in increasing order from RC-2 to SC-2
c) viscosity in decreasing order from RC-2 to SC-2
d) none of the above
Ans: a
92. The recommended grade of tar for grouting purpose is
a) RT-1
b) RT-2
c) RT.3
d) RT-5
Ans: d
93. Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be
a) less-than 40°C
b) greater than 40°C
c) equal to 40°C
d) none of the above
Ans: b
94. For rapid curing cutbacks, the oil used is
a) gasoline
b) kerosene oil
c) light diesel
d) heavy diesel
Ans: a
95. The method of design of flexible pavement as recommended by IRC is
a) group index method
b) CBR method
c) Westergaard method
d) Benkelman beam method
Ans: b
96. The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is
a) 0
b) 3
c) 5
d) 7
Ans: a
97. Bottom most layer of pavement is known as
a) wearing course
b) base course
c) sub-base course
d) subgrade
Ans: d
98. Flexible pavement distribute the wheel load
a) directly to subgrade
b) through structural action
c) through a set of layers to the subgrade
d) none of the above
Ans: c
99. The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is
a) 1000
b) 10000
c) 100000
d) 1000000
Ans: d
100. Group index method of design of flexible pavement is
a) a theoretical method
b) an empirical method based on physical properties of subgrade soil
c) an empirical method based on strength characteristics of subgrade soil
d) a semi empirical method
Ans: b
Read More Questions:
Highway Engineering Mcqs Part1
Highway Engineering Mcqs Part2
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