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)

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

7.768 cm

7.432 cm

-0.168 cm

0.168 cm

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

viscosity in increasing order from RC-2 to SC-2

None of these

same viscosity

viscosity in decreasing order from RC-2 to SC-2

viscosity in increasing order from RC-2 to SC-2

None of these

same viscosity

viscosity in decreasing order from RC-2 to SC-2

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Highway Engineering
Creep is the

Difference in level of two rails

Longitudinal movement of rail

Vertical movement of rail

Lateral movement of rail

Difference in level of two rails

Longitudinal movement of rail

Vertical movement of rail

Lateral movement of rail

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Highway Engineering
The camber of shoulders in water bound macadam roads is

zero

less than the cross slope of pavement

equal to the cross slope of pavement

greater than the cross slope of pavement

zero

less than the cross slope of pavement

equal to the cross slope of pavement

greater than the cross slope of pavement

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

upto 10%

between 25% and 60%

more than 60%

between 10% and 25%

upto 10%

between 25% and 60%

more than 60%

between 10% and 25%

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Highway Engineering
For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is

dry rolling, application of screening, application of filler and wet rolling

dry rolling, wet rolling, application of screening and application of filler

dry rolling, application of screening, wet rolling and application of filler

dry rolling, application of filler, wet rolling and application of screening

dry rolling, application of screening, application of filler and wet rolling

dry rolling, wet rolling, application of screening and application of filler

dry rolling, application of screening, wet rolling and application of filler

dry rolling, application of filler, wet rolling and application of screening

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Highway Engineering

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

Highway Engineering Creep is the

Highway Engineering The camber of shoulders in water bound macadam roads is

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

Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is

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

Highway Engineering
Creep is the

Highway Engineering
The camber of shoulders in water bound macadam roads is

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

Highway Engineering
For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is