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Highway Engineering

Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

good
very poor
poor
fair

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Highway Engineering
Penetration test on bitumen is used for determining its

Temperature susceptibility
Viscosity
Ductility
Grade

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

7.768 cm
7.432 cm
-0.168 cm
0.168 cm

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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

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

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

20%
15%
25%
75%

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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
12 cubic meter
8 cubic meter

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