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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

50 to 75 mm
20 to 25 mm
75 to 100 mm
100 to 120 mm

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Highway Engineering
Highway facilities are designed for

peak hourly volume of the year
thirtieth highest hourly volume
annual average hourly volume
annual average daily traffic

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Highway Engineering
The most efficient traffic signal system is

simultaneous system
flexible progressive system
alternate system
simple progressive system

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Highway Engineering
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

2500 vehicles per hour
3000 vehicles per hour
1500 vehicles per hour
2000 vehicles per hour

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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

lower edge towards the upper edge
sides towards the centre
upper edge towards the lower edge
centre towards the sides

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

0.2
0.45
0.3
0.1

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