Highway Engineering In the penetration macadam construction, the bitumen is None of these Sprayed before the aggregates are spread and compacted Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread None of these Sprayed before the aggregates are spread and compacted Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread ANSWER DOWNLOAD EXAMIANS APP
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 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction on super elevated curves, the rolling shall proceed from upper edge towards the lower edge lower edge towards the upper edge sides towards the centre centre towards the sides upper edge towards the lower edge lower edge towards the upper edge sides towards the centre centre towards the sides ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Scientific planning of transportation system and mass transit facilities in cities should be based on traffic volume data origin and destination data accident data spot speed data traffic volume data origin and destination data accident data spot speed data ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as sub-base course wearing course subgrade base course sub-base course wearing course subgrade base course ANSWER DOWNLOAD EXAMIANS APP
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