Highway Engineering In the penetration macadam construction, the bitumen is None of these Sprayed before the aggregates are spread and compacted Premixed with aggregates and then spread Sprayed after the aggregates are spread and compacted None of these Sprayed before the aggregates are spread and compacted Premixed with aggregates and then spread Sprayed after the aggregates are spread and compacted ANSWER DOWNLOAD EXAMIANS APP
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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of road should be approximately equal to three times the longitudinal gradient two times the longitudinal gradient half the longitudinal gradient longitudinal gradient three times the longitudinal gradient two times the longitudinal gradient half the longitudinal gradient longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 1000 10000 1000000 100000 1000 10000 1000000 100000 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a pneumatic tyred roller vibrator smooth wheeled roller sheep foot roller pneumatic tyred roller vibrator smooth wheeled roller sheep foot roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The terrain may be classified as rolling terrain if the cross slope of land is between 10% and 25% upto 10% between 25% and 60% more than 60% between 10% and 25% upto 10% between 25% and 60% more than 60% ANSWER DOWNLOAD EXAMIANS APP
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