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Highway Engineering

Highway Engineering
Percentage of free carbon in bitumen is

more than that in tar
equal to that in tar
less than that in tar
None of these

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Highway Engineering
RC-2, MC-2 and SC-2 correspond to

same viscosity
viscosity in increasing order from RC-2 to SC-2
None of these
viscosity in decreasing order from RC-2 to SC-2

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

5.5m
2.5 m
3.5 m
4.5 m

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Highway Engineering
The stopping sight distance depends upon

speed of vehicle
total reaction time of driver
efficiency of brakes
All of these

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Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

500 tonnes per day
1500 tonnes per day
1000 tonnes per day
2000 tonnes per day

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.2
0.3
0.1
0.45

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