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Highway Engineering

Highway Engineering
The maximum width of a vehicle as recommended by IRC is

1.85 m
3.81 m
2.44 m
4.72 m

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

satisfactory for road surfacing
exceptionally strong
unsuitable for road surfacing
strong

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

between 10% and 25%
upto 10%
more than 60%
between 25% and 60%

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Highway Engineering
The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is

10 cubic meter
15 cubic meter
8 cubic meter
12 cubic meter

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Highway Engineering
When the width of car parking space and width of street are limited, generally preferred parking system is

45° angle parking
65° angle parking
90° angle parking
Parallel parking

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

100 kmph
60 kmph
80 kmph
120 kmph

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